**Meet the editors**

Dr Marta Valášková is an academic research worker at Nanotechnology Centre VŠB and IT4Innovations – Technical University of Ostrava in Czech Republic. She has M.Sc., RNDr (Rerum Naturalium Doctoris), C.Sc. (which is an equivalent degree to Ph.D.) of Mineralogy and Crystallography at the Charles University in Prague, at the Faculty of Science, and Doctor of Geological and

Geophysical Sciences (D.Sc.) at Academy of Sciences of the Czech Republic in Prague. Her research areas cover X-ray powder diffraction structure analysis, modification and characterizations of clay minerals, particularly kaolinite and vermiculite to the nanocomposites. She is the author and co-author of 45 original scientific papers, 3 chapters in books and other peer-viewed journals and conference proceedings.

Gražyna Simha Martynková an associate professor at Nanotechnology Centre of VŠB-Technical University of Ostrava, got her M.Sc. degree in Processes Engineering and her Ph.D. in Chemical and Energy Processing at VŠB-TUO.

Contents

**Preface IX** 

Shu Jiang

Chapter 3 **Kolsuz-Ulukisla-Nigde Clays,** 

Burhan Davarcioglu

Chapter 5 **Distribution and Origin** 

Miloš René

**Section 2 Clay Minerals in Soils 101** 

Chapter 7 **The Impact of Clay Minerals** 

Milan Gomboš

Chapter 4 **Claystone as a Potential Host Rock** 

**for Nuclear Waste Storage 55**  Károly Lázár and Zoltán Máthé

**Alteration of Ore Deposits 81** 

Chapter 6 **Soil Moisture Retention Changes in Terms** 

Markoski Mile and Tatjana Mitkova

**on Soil Hydrological Processes 119** 

**Section 1 Clay Minerals in Deposits 1** 

Chapter 1 **Documentation, Application and Utilisation** 

**of Oil and Gas Exploration 21** 

**Central Anatolian Region –** 

**Turkey and Petroleum Exploration 39** 

**of Clay Minerals During Hydrothermal** 

**of Mineralogical Composition of Clays Phase 103** 

Oluwafemi Samuel Adelabu

Chapter 2 **Clay Minerals from the Perspective** 

**of Clay Minerals in Kaduna State (Nigeria) 3** 

## Contents

#### **Preface XIII**

**Section 1 Clay Minerals in Deposits 1**  Chapter 1 **Documentation, Application and Utilisation of Clay Minerals in Kaduna State (Nigeria) 3**  Oluwafemi Samuel Adelabu Chapter 2 **Clay Minerals from the Perspective of Oil and Gas Exploration 21**  Shu Jiang Chapter 3 **Kolsuz-Ulukisla-Nigde Clays, Central Anatolian Region – Turkey and Petroleum Exploration 39**  Burhan Davarcioglu Chapter 4 **Claystone as a Potential Host Rock for Nuclear Waste Storage 55**  Károly Lázár and Zoltán Máthé Chapter 5 **Distribution and Origin of Clay Minerals During Hydrothermal Alteration of Ore Deposits 81**  Miloš René **Section 2 Clay Minerals in Soils 101**  Chapter 6 **Soil Moisture Retention Changes in Terms of Mineralogical Composition of Clays Phase 103**  Markoski Mile and Tatjana Mitkova Chapter 7 **The Impact of Clay Minerals on Soil Hydrological Processes 119** 

Milan Gomboš

X Contents


VI Contents

Chapter 8 **Relations of Clay Fraction Mineralogy, Structure** 

Fabienne Trolard and Guilhem Bourrié

**Modification and Application 189** 

**Evolution and the Origins of Life 191** 

**Section 3 Clay Minerals Characterization,** 

Chapter 10 **Role of Clay Minerals in Chemical** 

Hideo Hashizume

Chapter 12 **Synthesis and Characterization** 

Masashi Ookawa

Chapter 11 **Vermiculite:** 

**from the Brazilian Cerrado Biome 149** 

**and Water Retention in Oxidic Latosols (Oxisols)** 

Chapter 9 **Fougerite a Natural Layered Double Hydroxide in Gley Soil: Habitus, Structure, and Some Properties 171**

> **Structural Properties and Examples of the Use 209** Marta Valášková and Gražyna Simha Martynková

**Hybrid Langmuir-Blodgett Films for Photosensing 259** 

**Coefficient During Convective Drying of Clay Products 295** 

**of Fe-Imogolite as an Oxidation Catalyst 239** 

Hisako Sato, Kenji Tamura and Akihiko Yamagishi

**Sorption Properties of Montmorillonite 273** 

Miloš Vasić, Željko Grbavčić and Zagorka Radojević

Chapter 13 **Application of Clay Mineral-Iridium(III) Complexes**

Zuzana Navrátilová and Roman Maršálek

Chapter 15 **Methods of Determination for Effective Diffusion** 

Chapter 14 **Application of Electrochemistry for Studying** 

Carla Eloize Carducci, Geraldo César de Oliveira, Nilton Curi, Eduardo da Costa Severiano and Walmes Marques Zeviani

Preface

contains three cations per half unit cell.

Clay and clay minerals represent the youngest minerals in the Earth's crust. Clays are irregularly distributed in lithosphere, as their concentration increases due to the weathering, hydrothermal changes, including anthropogenic influences. Clay minerals occur in all types of sediments and sedimentary rocks and are common in hydrothermal deposits. The interdisciplinary character of clay science follows from the information obtained from the methodology and theory of other natural and technical sciences. These include physics, physical chemistry, colloid chemistry, inorganic, organic and analytical chemistry, mineralogy, crystallography, petrology, geology, sedimentology, geochemistry, soil science, soil mechanics and technology of silicates.

The clay minerals when occurring in very small grain size are very sensitive to the mechanical and chemical treatments. Their structures are built from the tetrahedral (Si, Al, Fe3+) and octahedral (Al, Fe3+, Fe2+, Mg) coordinated cations forming sheets. The major subdivision of the layer lattice silicates is based upon the combination of the tetrahedral and octahedral sheets. Additional subdivision is based on the octahedral sheet. Dioctahedral sheet contains two cations per half unit cell and trioctahedral sheet

The clay mineral type 1:1 consists of one tetrahedral and one octahedral sheet. These sheets are approximately 0.7 nm thick. The 1:1 clay minerals are divided into kaolinite minerals (dioctahedral) and serpentine (trioctahedral). The different members of

The clay mineral type 2:1 layer consists of two silica tetrahedral sheets and between them is an octahedral sheet. The 2:1 layer is approximately 1 nm thick. The unshared oxygens of the tetrahedra point towards the center of the octahedral sheet and substitute two-thirds of the coordinated hydroxyls in octahedra. The 2:1 clay minerals include the mica and smectite groups. The pure end members of this type are talc (hydrous magnesium silicate), pyrophyllite (a hydrous aluminum silicate) and minnesotaite (a hydrous iron silicate). The mica group is subdivided to muscovite (dioctahedral type) and biotite (trioctahedral type). The most common illite mineral is diocathedral and has lower total negative charge 0.75 per O10(OH)2 in comparison with the charge 1 per O10(OH)2 of muscovite. The dioctahedral iron illites are glauconite and celadonite. The clay-sized minerals are usually mixed-layer biotite-vermiculite formed

kaolinite minerals are characterized by the manner of stacking of the 1:1 layers.

when the interlayer cations were leached from the interlayer of biotite.

## Preface

Clay and clay minerals represent the youngest minerals in the Earth's crust. Clays are irregularly distributed in lithosphere, as their concentration increases due to the weathering, hydrothermal changes, including anthropogenic influences. Clay minerals occur in all types of sediments and sedimentary rocks and are common in hydrothermal deposits. The interdisciplinary character of clay science follows from the information obtained from the methodology and theory of other natural and technical sciences. These include physics, physical chemistry, colloid chemistry, inorganic, organic and analytical chemistry, mineralogy, crystallography, petrology, geology, sedimentology, geochemistry, soil science, soil mechanics and technology of silicates.

The clay minerals when occurring in very small grain size are very sensitive to the mechanical and chemical treatments. Their structures are built from the tetrahedral (Si, Al, Fe3+) and octahedral (Al, Fe3+, Fe2+, Mg) coordinated cations forming sheets. The major subdivision of the layer lattice silicates is based upon the combination of the tetrahedral and octahedral sheets. Additional subdivision is based on the octahedral sheet. Dioctahedral sheet contains two cations per half unit cell and trioctahedral sheet contains three cations per half unit cell.

The clay mineral type 1:1 consists of one tetrahedral and one octahedral sheet. These sheets are approximately 0.7 nm thick. The 1:1 clay minerals are divided into kaolinite minerals (dioctahedral) and serpentine (trioctahedral). The different members of kaolinite minerals are characterized by the manner of stacking of the 1:1 layers.

The clay mineral type 2:1 layer consists of two silica tetrahedral sheets and between them is an octahedral sheet. The 2:1 layer is approximately 1 nm thick. The unshared oxygens of the tetrahedra point towards the center of the octahedral sheet and substitute two-thirds of the coordinated hydroxyls in octahedra. The 2:1 clay minerals include the mica and smectite groups. The pure end members of this type are talc (hydrous magnesium silicate), pyrophyllite (a hydrous aluminum silicate) and minnesotaite (a hydrous iron silicate). The mica group is subdivided to muscovite (dioctahedral type) and biotite (trioctahedral type). The most common illite mineral is diocathedral and has lower total negative charge 0.75 per O10(OH)2 in comparison with the charge 1 per O10(OH)2 of muscovite. The dioctahedral iron illites are glauconite and celadonite. The clay-sized minerals are usually mixed-layer biotite-vermiculite formed when the interlayer cations were leached from the interlayer of biotite.

#### XIV Preface

The expandable 2:1 clay minerals contain loosely bound cations and layers of water or organic molecules between the silica sheets. The interlayer cations are usually Na, Ca, H, Mg, Fe and Al. The interlayer water can released at temperature between 120 and 200°C.

Preface XI

Pure clays do not usually occur in nature. Clays often referred to as the "common clays" have engineering applications. They contain mixtures of different clay minerals such as illite/smectites, kaolinites, smectites, micas and associated minerals. Other socalled "industrial kaolins" contain relatively high amounts of kaolinite (kaolins), and sometimes a small proportion of high-quality kaolin minerals. The class named 'bentonite' has a high montmorillonite (smectite) content. The "palygorskite-sepiolite clays" are similar to bentonites and are used because of their surface properties and

Clay minerals may be utilized in their as-mined state, as low-cost impure materials because of their engineering, physical and or chemical properties. The refined highpurity clay minerals are an integral part in the highest technological achievements in

Soil science is an interdisciplinary science that integrates knowledge of physical, chemical, and biological processes which interact across a large range of spatial and temporal scales. Clay minerals together with organic matter in soils form a humus complex which is very significant for the life of the majority of plants. The clay

This book first introduces the reader to the basics characterization of clay minerals in deposits and their utilization. The topics as distribution and origin of clay minerals in ore deposits, characterization and documentation as well as exploration clays at oil production are discussed. The second section includes four chapters about the clay minerals in soils, where mineralogical composition or water retention are described. The third section implements the structural modifications of clay minerals for the purpose of further clay minerals applications and unconventional methods of

> **Dr. Marta Valášková D.Sc and Dr. Gražyna Simha Martynkova** Nanotechnology Centre, VŠB-Technical University of Ostrava,

> > Ostrava-Poruba Czech Republic

minerals in soils are an important source of nutrients and water.

reactivity.

characterization.

pharmacy, medicine and catalysis.

The low-charged expanded minerals montmorillonites belong to the group of smectites. The layer charge ranges from 0.2 to 0.6 per O10(OH)2 originates in the octahedral sheet. Dioctahedral smectites with the layer charge 0.4 (or higher) were named beidellites and their ferric ion-rich variety is called nontronite. Trioctahedral low-charge smectites are hectorite which contains Mg and Li in octahedral sheet and saponite with substitution Al in tetrahedral sheet.

Trioctahedral expanded 2:1 clay minerals with layer charge between 0.6-0.9 are vermiculites. Vermiculites are coarser grained. Their negative layer arises mostly from the substitution of Al3+ for Si4+ in tetrahedra.

Chlorites consist of a 2:1 layer and an octahedral interlayer sheet which a unit periodicity is 1.4 nm. Chlorites are mostly trioctahedral while some chlorites have both dioctahedral and trioctahedral sheets.

In nature there are number of clays which are not pure clay minerals but contain interstratified units of different chemical composition and are called mixed-layer clays. Interstratifications between non-expandable layers of illite and expandable layers of smectite (montmorillonite) are the most abundant mixed-layer clay. Other mixed-layer clays are chlorite-montmorillonite, biotite-vermiculite, chlorite-vermiculite, illitechlorite-montmorillonite, talc-saponite and serpentine-chlorite. A regular interstratifications of one layer of illite and one layer of smectite is in rectorite while one layer of smectite and three layers of illite are in tarasovite.

Allophane and imogolite are clay-size hydrous alumino-silicates of short-range order. They are abundant in soils derived from volcanic ash.

Palygorskite and sepiolite are clay minerals with a chain structure. They contain a continuous two-dimensional tetrahedral sheet and lack continuous octahedral sheets.

The non-clay minerals can significantly affect the properties of a clay material. For example the presence of fine quartz particles affects the abrasiveness of the kaolin, organic material in a clay affects the color and other properties. The exchangeable ions and soluble salts affect the physical properties of a clay material: a calcium montmorillonite presents very different viscosity and gelling characteristics than a sodium montmorillonite.

The texture of a clay material refers to the particle size distribution of the constituents, the particle shape, the orientation of the particles with respect to each other, and the forces which bind the particles together. The definition of clays according to the size particles varies for geologists (2µm), chemists (1µm) and for sedimentologists (4µm).

Pure clays do not usually occur in nature. Clays often referred to as the "common clays" have engineering applications. They contain mixtures of different clay minerals such as illite/smectites, kaolinites, smectites, micas and associated minerals. Other socalled "industrial kaolins" contain relatively high amounts of kaolinite (kaolins), and sometimes a small proportion of high-quality kaolin minerals. The class named 'bentonite' has a high montmorillonite (smectite) content. The "palygorskite-sepiolite clays" are similar to bentonites and are used because of their surface properties and reactivity.

X Preface

200°C.

The expandable 2:1 clay minerals contain loosely bound cations and layers of water or organic molecules between the silica sheets. The interlayer cations are usually Na, Ca, H, Mg, Fe and Al. The interlayer water can released at temperature between 120 and

The low-charged expanded minerals montmorillonites belong to the group of smectites. The layer charge ranges from 0.2 to 0.6 per O10(OH)2 originates in the octahedral sheet. Dioctahedral smectites with the layer charge 0.4 (or higher) were named beidellites and their ferric ion-rich variety is called nontronite. Trioctahedral low-charge smectites are hectorite which contains Mg and Li in octahedral sheet and

Trioctahedral expanded 2:1 clay minerals with layer charge between 0.6-0.9 are vermiculites. Vermiculites are coarser grained. Their negative layer arises mostly from

Chlorites consist of a 2:1 layer and an octahedral interlayer sheet which a unit periodicity is 1.4 nm. Chlorites are mostly trioctahedral while some chlorites have both

In nature there are number of clays which are not pure clay minerals but contain interstratified units of different chemical composition and are called mixed-layer clays. Interstratifications between non-expandable layers of illite and expandable layers of smectite (montmorillonite) are the most abundant mixed-layer clay. Other mixed-layer clays are chlorite-montmorillonite, biotite-vermiculite, chlorite-vermiculite, illitechlorite-montmorillonite, talc-saponite and serpentine-chlorite. A regular interstratifications of one layer of illite and one layer of smectite is in rectorite while

Allophane and imogolite are clay-size hydrous alumino-silicates of short-range order.

Palygorskite and sepiolite are clay minerals with a chain structure. They contain a continuous two-dimensional tetrahedral sheet and lack continuous octahedral sheets.

The non-clay minerals can significantly affect the properties of a clay material. For example the presence of fine quartz particles affects the abrasiveness of the kaolin, organic material in a clay affects the color and other properties. The exchangeable ions and soluble salts affect the physical properties of a clay material: a calcium montmorillonite presents very different viscosity and gelling characteristics than a

The texture of a clay material refers to the particle size distribution of the constituents, the particle shape, the orientation of the particles with respect to each other, and the forces which bind the particles together. The definition of clays according to the size particles varies for geologists (2µm), chemists (1µm) and for sedimentologists (4µm).

saponite with substitution Al in tetrahedral sheet.

one layer of smectite and three layers of illite are in tarasovite.

They are abundant in soils derived from volcanic ash.

the substitution of Al3+ for Si4+ in tetrahedra.

dioctahedral and trioctahedral sheets.

sodium montmorillonite.

Clay minerals may be utilized in their as-mined state, as low-cost impure materials because of their engineering, physical and or chemical properties. The refined highpurity clay minerals are an integral part in the highest technological achievements in pharmacy, medicine and catalysis.

Soil science is an interdisciplinary science that integrates knowledge of physical, chemical, and biological processes which interact across a large range of spatial and temporal scales. Clay minerals together with organic matter in soils form a humus complex which is very significant for the life of the majority of plants. The clay minerals in soils are an important source of nutrients and water.

This book first introduces the reader to the basics characterization of clay minerals in deposits and their utilization. The topics as distribution and origin of clay minerals in ore deposits, characterization and documentation as well as exploration clays at oil production are discussed. The second section includes four chapters about the clay minerals in soils, where mineralogical composition or water retention are described. The third section implements the structural modifications of clay minerals for the purpose of further clay minerals applications and unconventional methods of characterization.

> **Dr. Marta Valášková D.Sc and Dr. Gražyna Simha Martynkova** Nanotechnology Centre, VŠB-Technical University of Ostrava, Ostrava-Poruba Czech Republic

**Section 1** 

**Clay Minerals in Deposits** 

**Section 1** 

**Clay Minerals in Deposits** 

**Chapter 1** 

© 2012 Adelabu, licensee InTech. This is an open access chapter distributed under the terms of the Creative Commons Attribution License (http://creativecommons.org/licenses/by/3.0), which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.

© 2012 Adelabu, licensee InTech. This is a paper distributed under the terms of the Creative Commons Attribution License (http://creativecommons.org/licenses/by/3.0), which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.

**Documentation, Application and Utilisation of** 

The significance of solid mineral resources has been of profound value to man since time immemorial. Clay minerals appear not to be the most valuable among the minerals of the earth surface, yet they affect life on earth in far reaching ways. Nigeria in sub-Saharan Africa (surface area: 923,768 km2) is a country with considerable wealth in natural resources, with a record of over 30 minerals of proven reserves [1]. As far back as 1903 and 1904, geological survey in Nigeria evolved when the Mineral Surveys of the Southern and Northern Protectorates of Nigeria were established under the British colony. The Mineral Surveys carried out broad reconnaissance of mineral resources of the two Protectorates with the prospect of using the raw materials for industries in Britain. In course of these activities, such deposits as Tinstone, Columbite Limestone, Bitumen, Lead-zinc Ores, Coal, Clays, Iron Ore, Gold, and Marble etc were discovered in various parts of the country [2]. After the colonial era, government parastatals have been set up such as the Nigeria's Ministry of Solid Minerals Development, Raw Material Development Research Council (RMDRC) and the Federal Institute of Industrial Research Oshodi (FIIRO) which all tried to establish a comprehensive data list of basic mineral resources as they occur at various geological locations in appreciable millions of tonnage that supports experimental and industrial uses [3, 4]. In recent research purview, various studies on solid mineral resources using geoscientific surveys and mineralogical charaterisation considered that the understanding of the nation's mineral potentials is critical for efficient exploration and exploitation towards promoting sustainable economic development as shown in [1, 5-8]. Results have shown that Nigeria's geosphere is enriched with a wide range of both metallic and non-metallic minerals deposited across the states of the nation which are and could still be beneficiated to provide the raw materials for industrial manufacturing among other productive purposes. Noteworthy, clay minerals constitute over 50% of the non-metallic, earthy and naturallyoccurring resources abounding throughout Nigeria's sedimentary basins and on the

**Clay Minerals in Kaduna State (Nigeria)** 

Oluwafemi Samuel Adelabu

http://dx.doi.org/10.5772/48093

**1. Introduction** 

Additional information is available at the end of the chapter

## **Documentation, Application and Utilisation of Clay Minerals in Kaduna State (Nigeria)**

Oluwafemi Samuel Adelabu

Additional information is available at the end of the chapter

http://dx.doi.org/10.5772/48093

## **1. Introduction**

The significance of solid mineral resources has been of profound value to man since time immemorial. Clay minerals appear not to be the most valuable among the minerals of the earth surface, yet they affect life on earth in far reaching ways. Nigeria in sub-Saharan Africa (surface area: 923,768 km2) is a country with considerable wealth in natural resources, with a record of over 30 minerals of proven reserves [1]. As far back as 1903 and 1904, geological survey in Nigeria evolved when the Mineral Surveys of the Southern and Northern Protectorates of Nigeria were established under the British colony. The Mineral Surveys carried out broad reconnaissance of mineral resources of the two Protectorates with the prospect of using the raw materials for industries in Britain. In course of these activities, such deposits as Tinstone, Columbite Limestone, Bitumen, Lead-zinc Ores, Coal, Clays, Iron Ore, Gold, and Marble etc were discovered in various parts of the country [2]. After the colonial era, government parastatals have been set up such as the Nigeria's Ministry of Solid Minerals Development, Raw Material Development Research Council (RMDRC) and the Federal Institute of Industrial Research Oshodi (FIIRO) which all tried to establish a comprehensive data list of basic mineral resources as they occur at various geological locations in appreciable millions of tonnage that supports experimental and industrial uses [3, 4]. In recent research purview, various studies on solid mineral resources using geoscientific surveys and mineralogical charaterisation considered that the understanding of the nation's mineral potentials is critical for efficient exploration and exploitation towards promoting sustainable economic development as shown in [1, 5-8]. Results have shown that Nigeria's geosphere is enriched with a wide range of both metallic and non-metallic minerals deposited across the states of the nation which are and could still be beneficiated to provide the raw materials for industrial manufacturing among other productive purposes. Noteworthy, clay minerals constitute over 50% of the non-metallic, earthy and naturallyoccurring resources abounding throughout Nigeria's sedimentary basins and on the

© 2012 Adelabu, licensee InTech. This is an open access chapter distributed under the terms of the Creative Commons Attribution License (http://creativecommons.org/licenses/by/3.0), which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited. © 2012 Adelabu, licensee InTech. This is a paper distributed under the terms of the Creative Commons Attribution License (http://creativecommons.org/licenses/by/3.0), which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.

basement [9]. In [5], it was observed that extensive investigation has been carried out on the liquid mineral endowment of the country, while little has been done to solid mineral endowment of which clay is prominent and as a result, adoption of solid mineral on industrial scale is scanty.

Documentation, Application and Utilisation of Clay Minerals in Kaduna State (Nigeria) 5

**Reserve (tonnes)** 

20,000,000 19,000,000 ………….. ………….. ………….. 769,000 ………….. 10,000,000 ………….. …………..

…………. …………. …………. ………….

…………. …………. …………. …………. …………. …………. …………. …………. **Remark** 

Residual '' '' '' '' Sedimentary Residual ………….. ………….. Sedimentary

Black Black; Cream Cream ………….

> Potash '' '' '' '' '' '' Soda

age, the occupants of these areas made productive used of clay for pottery [14]. The composition of clayey and organic materials such as straws made into adobe brick, served as a ubiquitous building material widely used for building weather-friendly houses in the vast rural domains. Modern industrial uses of clay for ceramics and bricks now obtained in

Clay is simply defined as earth or soil that is plastic and tenacious when moist and that becomes permanently hard when baked or fired. It consistsof a group of hydrous aluminosilicate minerals formed by the weathering of feldspathic rocks, such as granite. Individual mineral grains are microscopic in size and shaped like flakes. This makes their aggregate surface area much greater than their thickness and allows them to take up large amounts of water by adhesion, giving them plasticity and causing some varieties to swell (expandable clay). Common clay is a mixture of kaolin, or china clay (hydrated clay), and the fine powder of some feldspathic mineral that is anhydrous (without water) and not

> Katsina Plateau Ogun Oyo Ondo Anambra Sokoto Bauchi Niger Edo

> > Ogun Edo Imo Kebbi

Ogun '' Kwara Niger Kogi Borno Osun Ekiti

Mararaban-Rido Kaduna 5,500,000 grey

notable parts of the country including Kaduna, Northern Nigeria.

**No Mineral Site Location State Estimated** 

Major porter, Jos Oshide Iseyin Ifon Ozubulu Illo Darazo Kpaki; Pategi Igbanke; Ozonnogogo

Auchi; Ujogba Nsu Giru

> Lanlate Egbe Bari Okene Gwoza Oshogbo Ijero

1 Kaolin Kankara

2 Ball clay Abeokuta

4 Feldspar Okuta

3 Common clay

Mararaba-Rido and Kachia areas of Kaduna State are among the largest reserves of clay deposits in Nigeria with over 5.3 million tons [9]. Despite the vast potentials, clay minerals are still grossly underutilized and the few pockets of existing clay-based industries have primarily harnessed the raw for the production of ceramic wares and structural products. A growing number of investigations carried on the solid industrial minerals in Nigeria have been broad based and generic with consideration for geological survey and mineral characterization [see 1,4,6,8]. Besides, documented studies on clay minerals in selected areas of Nigeria tend to focus more on the mineral characterisation and with little emphasis on the economic potentials or usage of the minerals as such in [5]. This study had considered the industrial potentialities in addition to the properties study of clay mineral using Kaduna State of Nigeria as a case study. The qualities of clay found determine its application and suitability for ceramic products such as in bricks, ceramic wares, and refractory. The findings of the study were gathered through field surveys with documentation of relevant information on clay reserves, mineral locations, and the economic significance of the minerals. This includes detailed evaluation of report findings from three clay-based industries at Mararaba-Rido, Jacaranda and Maraba areas in Kaduna State, Nigeria. The result shows a significant usage of clay mineral as a principal raw material for ceramic manufacturing such as structural, refractories, and whitewares products. Clay minerals hold high material value to industries in Kaduna utilizing them for ceramic purposes towards socio-economic and industrial development. This supports the main policy thrust of the economic reform program of the Nigerian government which is targeted at mobilizing national capability in converting the country's endowments into utility products and services for the common man [10].

## **2. Background**

#### **2.1. Documentation on clay minerals in Nigeria**

The most abundant, ubiquitous, and accessible material on the earth crust is clay [11]. Reference [5] observed that a great emphasis is placed on exploiting the abundant solid minerals endowments in Nigeria with a view to diversifying the economic base of the country, improving Gross Domestic Product (GDP) and industrial activity. One of these endowments with tremendous potential for economic utilization is clay. Clay deposit is spread across the six geo- political zones of the country [12]. Clays have their origin in natural processes, mostly complex weathering, transport, and deposition by sedimentation within geological periods [13].

The abundance of the clay minerals in Nigeria supports its rich and historic traditional pottery industry that dates from the Stone Age. Archeological evidences from the ancient pottery areas of Nigeria such as Iwo-Eleru near Akure in Ondo State, Rop in Plateau state, Kagoro in Kaduna State and Afikpo in Ebonyi state proved that as far back as the late stone age, the occupants of these areas made productive used of clay for pottery [14]. The composition of clayey and organic materials such as straws made into adobe brick, served as a ubiquitous building material widely used for building weather-friendly houses in the vast rural domains. Modern industrial uses of clay for ceramics and bricks now obtained in notable parts of the country including Kaduna, Northern Nigeria.

4 Clay Minerals in Nature – Their Characterization, Modification and Application

industrial scale is scanty.

services for the common man [10].

**2.1. Documentation on clay minerals in Nigeria** 

**2. Background** 

basement [9]. In [5], it was observed that extensive investigation has been carried out on the liquid mineral endowment of the country, while little has been done to solid mineral endowment of which clay is prominent and as a result, adoption of solid mineral on

Mararaba-Rido and Kachia areas of Kaduna State are among the largest reserves of clay deposits in Nigeria with over 5.3 million tons [9]. Despite the vast potentials, clay minerals are still grossly underutilized and the few pockets of existing clay-based industries have primarily harnessed the raw for the production of ceramic wares and structural products. A growing number of investigations carried on the solid industrial minerals in Nigeria have been broad based and generic with consideration for geological survey and mineral characterization [see 1,4,6,8]. Besides, documented studies on clay minerals in selected areas of Nigeria tend to focus more on the mineral characterisation and with little emphasis on the economic potentials or usage of the minerals as such in [5]. This study had considered the industrial potentialities in addition to the properties study of clay mineral using Kaduna State of Nigeria as a case study. The qualities of clay found determine its application and suitability for ceramic products such as in bricks, ceramic wares, and refractory. The findings of the study were gathered through field surveys with documentation of relevant information on clay reserves, mineral locations, and the economic significance of the minerals. This includes detailed evaluation of report findings from three clay-based industries at Mararaba-Rido, Jacaranda and Maraba areas in Kaduna State, Nigeria. The result shows a significant usage of clay mineral as a principal raw material for ceramic manufacturing such as structural, refractories, and whitewares products. Clay minerals hold high material value to industries in Kaduna utilizing them for ceramic purposes towards socio-economic and industrial development. This supports the main policy thrust of the economic reform program of the Nigerian government which is targeted at mobilizing national capability in converting the country's endowments into utility products and

The most abundant, ubiquitous, and accessible material on the earth crust is clay [11]. Reference [5] observed that a great emphasis is placed on exploiting the abundant solid minerals endowments in Nigeria with a view to diversifying the economic base of the country, improving Gross Domestic Product (GDP) and industrial activity. One of these endowments with tremendous potential for economic utilization is clay. Clay deposit is spread across the six geo- political zones of the country [12]. Clays have their origin in natural processes, mostly complex weathering, transport, and deposition by sedimentation within geological periods [13]. The abundance of the clay minerals in Nigeria supports its rich and historic traditional pottery industry that dates from the Stone Age. Archeological evidences from the ancient pottery areas of Nigeria such as Iwo-Eleru near Akure in Ondo State, Rop in Plateau state, Kagoro in Kaduna State and Afikpo in Ebonyi state proved that as far back as the late stone Clay is simply defined as earth or soil that is plastic and tenacious when moist and that becomes permanently hard when baked or fired. It consistsof a group of hydrous aluminosilicate minerals formed by the weathering of feldspathic rocks, such as granite. Individual mineral grains are microscopic in size and shaped like flakes. This makes their aggregate surface area much greater than their thickness and allows them to take up large amounts of water by adhesion, giving them plasticity and causing some varieties to swell (expandable clay). Common clay is a mixture of kaolin, or china clay (hydrated clay), and the fine powder of some feldspathic mineral that is anhydrous (without water) and not



Documentation, Application and Utilisation of Clay Minerals in Kaduna State (Nigeria) 7

decomposed. Clays vary in plasticity, all being more or less malleable and capable of being molded into any form when moistened with water. The plastic clays are used for making pottery of all kinds, bricks and tiles, tobacco pipes, firebricks, and other products. The commoner varieties of clay and clay rocks are china clay, or kaolin; pipe clay, similar to kaolin, but containing a larger percentage of silica; potter's clay, not as pure as pipe clay; sculptor's clay, or modeling clay, a fine potter's clay, sometimes mixed with fine sand; brick clay, an admixture of clay and sand with some ferruginous (iron-containing) matter; fire clay, containing little or no lime, alkaline earth, or iron (which act as fluxes), and hence infusible or highly refractory; shale; loam; and marl (16). Tables 1-3 below listed industrial

clay-based minerals in Nigeria with information about location, reserve, and geology.

**States Location** Cross-River Appiapumet and Ofumbonghaone, Ogurude, Ovonum Akwa Ibom Nkari, Nlung, Ukim, Ikot-Etim, Eket-Uyo, Ekpere-

Benue Katsina Ala, Otukpo, Buruku, Gwer West,Gwer, Makurdi Ebonyi Ohaukwu, Ezza North, Abakaliki, Ezzi, Afikpo

Enugu Enugu, Isi-Uzo, Uzo-Uwani, Oji River, Udi

Ekiti Ara-Ijero, Igbara, Ado, Orin

Ogun Bamajo, Onibode

Kogi All over the state Rivers Etche Ikwere Kano All over the state

Source: Raw Materials Research and Development Council , 2009 **Table 2.** Locations of Ball Clay in Nigeria [2009 Update]

South, Ohaozara Abia Isikwuato, Ikwuano, Umuahia Bende, Arochukwu

Ondo Erusu Akoko, Ikale, Ode-Aye, Ute Arimogija, Ifon

Plateau Bassa, Barinkin-Ladi, Mangu, Kanam, Langtang north Niger Lavun, Gbako Suleja, Minna, Agaie, Paikoro

North/South.

South/East/West Okpe, Sapele, Ughelli South, Warri

Kaduna Kachia, Mararaba-Rido, Farin-Kassa

Delta Ethiope East, Isoko South, Ndokwa,

Niger Agaie, Bida, Lavun, Mashegu, Murya

Obom, Ikot-okoro, Ikwa

Source: (17) 2000

**Table 1.** A Table Showing Clay related materials and their various locations in Nigeria.

decomposed. Clays vary in plasticity, all being more or less malleable and capable of being molded into any form when moistened with water. The plastic clays are used for making pottery of all kinds, bricks and tiles, tobacco pipes, firebricks, and other products. The commoner varieties of clay and clay rocks are china clay, or kaolin; pipe clay, similar to kaolin, but containing a larger percentage of silica; potter's clay, not as pure as pipe clay; sculptor's clay, or modeling clay, a fine potter's clay, sometimes mixed with fine sand; brick clay, an admixture of clay and sand with some ferruginous (iron-containing) matter; fire clay, containing little or no lime, alkaline earth, or iron (which act as fluxes), and hence infusible or highly refractory; shale; loam; and marl (16). Tables 1-3 below listed industrial clay-based minerals in Nigeria with information about location, reserve, and geology.

6 Clay Minerals in Nature – Their Characterization, Modification and Application

Pankshin; Shabu Biu Ijero Lokoja Ughelli Badagry Epe Igbokoda P/ Harcourt

> Kumunu Ilesha Okolom Zonkwa

M/Belwa Esan/Isan

Jakuru Igumala Mfamoging Nkalagu Ewekoro Arochuku Shagamu Isekulu Sokoto

> Itobe Igara Mura Elebu Igbeti Burum Kwakuti B/Gwari

**Table 1.** A Table Showing Clay related materials and their various locations in Nigeria.

5 Quartz/

Silica

6 Talc Shagamu

6 Bentonite Geshua

8 Limestone Okpila

9 Dolomite Osara

Source: (17) 2000

**No Mineral Site Location State Estimated** 

Plateau Borno Ekiti Kogi Delta Lagos '' Ondo Rivers

Ogun Niger Oyo Kogi Kaduna

Yobe Adamawa Edo

> Edo Kogi Benue C/river Enugu Ogun Imo Ogun Delta Sokoto

Kogi Benue Edo Plateau Kogi Oyo FCT Niger Kaduna

**Reserve (tonnes)** 

27,962; 2,540,000 ………… 4,000,000 ………… ………… ………… ………… ………… …………

………… 40,000,000 ………… ………… …………

………… ………… …………

10,161,000 68,000,000 30,161,000 26,000,000 720,000,000 7.1 Billion 101,000,000 ………… ………… …………

2,000,000 1,000,000 ………… ………… ………… ………… 8,000,000 2,540,000 ………… **Remark** 

White; Sand White Sand '' '' '' '' '' ''

> ………… ………… ………… ………… …………

> ………… ………… …………

> White '' ………… Grey '' Clayey ………… Grey ………… …………

> White '' " " " " " " …………


Source: Raw Materials Research and Development Council , 2009

**Table 2.** Locations of Ball Clay in Nigeria [2009 Update]


Documentation, Application and Utilisation of Clay Minerals in Kaduna State (Nigeria) 9

developed the characteristic high undulating plains with subdued interfluves [18]. In some places, the interfluves are capped by high grade lateritic ironstone especially in the Northwest.However, soils within the "fadama" areas are richer in kaolinitic clay and organic

Kaduna State is endowed with minerals which include clay, serpentine, asbestos, amethyst, kyannite, gold, graphite and siltimanite graphite, which is found in Sabon Birnin Gwari, in the Birnin Gwari local government. The soils and vegetation are typical red-brown to redyellow tropical ferruginous soils and savannah grassland with scattered trees and woody shrubs. The soils in the upland areas are rich in red clay and sand but poor in organic matter. In [15], Kaduna area is noted as a historic home of the Nok culture, the earliest producer of terracotta sculptures in the whole of sub-Sahara African, dating over 2,000 years ago (Figure 2). This reference has provided an index to age-long clay mineral heritage; besides serving as a mirror to civilization with which the modern man has been able to find

out more about himself and the environment at such point in recorded history [19]

industrial expansion if the mineral is properly explored and harnessed.

**Figure 1.** Nigerian map showing location of Kaduna state

In recent times, apart from traditional purposes, the vast deposit of clay has basically served as raw material for pottery and red bricks production with a handful industrial presence. The fieldwork survey identified three prominent clay-based industries striving to survive the threats of unfavorable economic factors. The clay industrial sites were examined in relation to productive means of utilising the raw materials. The industries included Kaduna Clay Bricks at Mararaba-Rido and Jacaranda Pottery both located around Kaduna South and Maraba Pottery Center in Maraban Jos, Kaduna, Nigeria. The firsthand knowledge of the various productive uses of Kaduna's rich clay reserves, however, indicated prospects for

matter, very heavy and poorly drained characteristics of vertisols.

Source: Raw Materials Research and Development Council, 2009

**Table 3.** Sources and Locations of Kaolin in Nigeria [2009 Update]

#### **2.2. Study area and method**

Kaduna State is located at the centre of Northern Nigeria (Figure 1). It is situated on the southern end of the High Plains of northern Nigeria, bounded by parallels 9003'N and 11032'N, and extends from the upper River Mariga on 6005'E to 8048'E on the foot slopes of the scarp of Jos Plateau [18]. The bedrock geology is predominantly metamorphic rocks of the Nigerian Basement Complex consisting of biotite gneisses and older granites. In the southeastern corner, younger granites and batholiths are evident. Deep chemical weathering and fluvial erosion, influenced by the bioclimatic nature of the environment, have developed the characteristic high undulating plains with subdued interfluves [18]. In some places, the interfluves are capped by high grade lateritic ironstone especially in the Northwest.However, soils within the "fadama" areas are richer in kaolinitic clay and organic matter, very heavy and poorly drained characteristics of vertisols.

8 Clay Minerals in Nature – Their Characterization, Modification and Application

Cross River Alige, Betukwe, Mba, Behuabon,

**State Location**

Akwa-Ibom Ibiaku, Ntok Opko, Mbiafum, Ikot Ekwere, Abia Umuahia South, Ikwuano, Isiukwato, Nnochi,

Benue Apa, Ogbadibo, Okpokwu, Vandikya,

Njikoka, Aguata, Ondo Abusoro, Ewi, Odo-Aye, Omifun,

Niger Lavum Gbako, Bida, Patigi, Kpaki,

Bauchi Ackaleri, Genjuwa, Darazo, Misau, Kirfi, Dambam,

Kano Rano, Bichi, Tsanyawa, Dawakin-Tofa, Gwarzo,

Katsina Kankara, Dutsema, Safana, Batsari, Ingawa, Musawa, Malumfashi,

Kaduna State is located at the centre of Northern Nigeria (Figure 1). It is situated on the southern end of the High Plains of northern Nigeria, bounded by parallels 9003'N and 11032'N, and extends from the upper River Mariga on 6005'E to 8048'E on the foot slopes of the scarp of Jos Plateau [18]. The bedrock geology is predominantly metamorphic rocks of the Nigerian Basement Complex consisting of biotite gneisses and older granites. In the southeastern corner, younger granites and batholiths are evident. Deep chemical weathering and fluvial erosion, influenced by the bioclimatic nature of the environment, have

Plateau Barkin-Ladi, Mangu, Kanam,

Borno Maiduguri, Biu, Dembua, Edo All parts of the State,

Delta Aniochia South, Ndo Kwu East, Osun Irewole, Ile-Ife, Ede, Odo-Otin, Ilesha,

Kebbi Danko, Zuru, Giro, Dakin-Gari,

**Table 3.** Sources and Locations of Kaolin in Nigeria [2009 Update]

Source: Raw Materials Research and Development Council, 2009

Ekiti Isan-Ekiti, Ikere-Ekiti,

Nasarawa Awe, Keffi, Ogun Ibeshe, Onibode,

Kogi Agbaja,

Kaduna Kachia,

Yobe Fika(Turmi),

Oyo Iwo, Alakia,

**2.2. Study area and method** 

Enugu Uzo Uwani, Nsukka South, Udi, River-Oji, Enugu North,

Imo Ehime, Mbano, Ahiazu, Mbaise, Orlu, Ngor Okpalla, Okigwe, Oru,

Anambra Ozubulu, Ukpor, Anyamelum, Ekwusigo, Nnewi South, Ihiala,

Kaduna State is endowed with minerals which include clay, serpentine, asbestos, amethyst, kyannite, gold, graphite and siltimanite graphite, which is found in Sabon Birnin Gwari, in the Birnin Gwari local government. The soils and vegetation are typical red-brown to redyellow tropical ferruginous soils and savannah grassland with scattered trees and woody shrubs. The soils in the upland areas are rich in red clay and sand but poor in organic matter. In [15], Kaduna area is noted as a historic home of the Nok culture, the earliest producer of terracotta sculptures in the whole of sub-Sahara African, dating over 2,000 years ago (Figure 2). This reference has provided an index to age-long clay mineral heritage; besides serving as a mirror to civilization with which the modern man has been able to find out more about himself and the environment at such point in recorded history [19]

In recent times, apart from traditional purposes, the vast deposit of clay has basically served as raw material for pottery and red bricks production with a handful industrial presence. The fieldwork survey identified three prominent clay-based industries striving to survive the threats of unfavorable economic factors. The clay industrial sites were examined in relation to productive means of utilising the raw materials. The industries included Kaduna Clay Bricks at Mararaba-Rido and Jacaranda Pottery both located around Kaduna South and Maraba Pottery Center in Maraban Jos, Kaduna, Nigeria. The firsthand knowledge of the various productive uses of Kaduna's rich clay reserves, however, indicated prospects for industrial expansion if the mineral is properly explored and harnessed.

**Figure 1.** Nigerian map showing location of Kaduna state

Documentation, Application and Utilisation of Clay Minerals in Kaduna State (Nigeria) 11

almost completely vitreous after, earthenware clay is known to be quite porous with porosity between 5 and 15 percent. Usually, when the clay is subjected to temperatures

Hence, the clay suitably serves as raw material for commercial bricks making and for

The vast clay deposit found at Mararaba-Rido is harnessed for a commercial production of red bricks which are made available for building and decorative purposes. Kaduna Bricks and Clay Products Limited, a factory sited in this area, is highly mechanized, bearing fully automated and capital intensive plants with tunnel kilns built to manufacture clay bricks at large scale. According to the reliable sources interviewed at the site, the factory is said to be

The process adopted in the manufacturing of bricks ranging from medium, normal to

**Clay winning**

**Clay Processing (Clay Preparation)**

> **Brick moulding (Extrusion)**

> > **Drying**

**Firing**


**Sorting**

use of drag-line excavator and large dumper truck (Figure 4).

capable of producing an average number of 70,000 *medium* sized bricks per day.

above 1150oC, it deforms, bloats or blisters.

decorative types involves the following:

**Figure 3.** The production process for clay brick industry

fashioning aesthetic and utilitarian vases besides tablewares.

**3.1. Commercial bricks making at Mararaba-Rido** 

Source: Jastrow (2006)

**Figure 2.** Nok sculpture. Fired clay (Terracotta), 6th century BC–6th century CE, Nigeria. H. 38 cm (14 ¾ in.)

## **3. Clay minerals and applications in Kaduna State, Nigeria**

In most parts of the country, native pottery is a vibrant traditional art practice and an established cottage industry for claywares. Clay has served as an indispensable raw material for the production of products varying from red bricks (for building and decorative purposes) and pottery both at industrial and local levels in Kaduna State. The location of existing brickworks, pottery works and other ceramic production is an evidence of workable deposits within the State.

Specifically, the scope of this study surveyed on the application of the clay deposit as found in Mararaba-Rido, Jacaranda and Maraba outskirt areas of Kaduna State. For these places, the two potential qualities of clay which were of utmost importance to its usage include plasticity and the ability to retain form at the intended firing temperature. The generic property of the clay minerals indicate indicate that of a naturally occurring earthenware/ common clay which is suitable for the production of red bricks and potteries which are refractory enough for stoneware temperature. As observed, majority of the clay fire within the brown-red range of colour commonly referred to as 'terracotta' while grayish/ brownish in its green state.

As noted in [17], earthenware clays are made up of a group of low firing clays that matures at the temperature ranging from cone 08 to cone 02 (940oC- 1060oC). The clays contain relatively high percentage of iron oxide and other mineral impurities, which serve as, flux (a substance that lowers the maturing temperature of the clay). Unlike stoneware clay which is almost completely vitreous after, earthenware clay is known to be quite porous with porosity between 5 and 15 percent. Usually, when the clay is subjected to temperatures above 1150oC, it deforms, bloats or blisters.

Hence, the clay suitably serves as raw material for commercial bricks making and for fashioning aesthetic and utilitarian vases besides tablewares.

## **3.1. Commercial bricks making at Mararaba-Rido**

10 Clay Minerals in Nature – Their Characterization, Modification and Application

**Figure 2.** Nok sculpture. Fired clay (Terracotta), 6th century BC–6th century CE, Nigeria. H. 38 cm (14 ¾ in.)

In most parts of the country, native pottery is a vibrant traditional art practice and an established cottage industry for claywares. Clay has served as an indispensable raw material for the production of products varying from red bricks (for building and decorative purposes) and pottery both at industrial and local levels in Kaduna State. The location of existing brickworks, pottery works and other ceramic production is an evidence of workable

Specifically, the scope of this study surveyed on the application of the clay deposit as found in Mararaba-Rido, Jacaranda and Maraba outskirt areas of Kaduna State. For these places, the two potential qualities of clay which were of utmost importance to its usage include plasticity and the ability to retain form at the intended firing temperature. The generic property of the clay minerals indicate indicate that of a naturally occurring earthenware/ common clay which is suitable for the production of red bricks and potteries which are refractory enough for stoneware temperature. As observed, majority of the clay fire within the brown-red range of

As noted in [17], earthenware clays are made up of a group of low firing clays that matures at the temperature ranging from cone 08 to cone 02 (940oC- 1060oC). The clays contain relatively high percentage of iron oxide and other mineral impurities, which serve as, flux (a substance that lowers the maturing temperature of the clay). Unlike stoneware clay which is

colour commonly referred to as 'terracotta' while grayish/ brownish in its green state.

**3. Clay minerals and applications in Kaduna State, Nigeria** 

Source: Jastrow (2006)

deposits within the State.

The vast clay deposit found at Mararaba-Rido is harnessed for a commercial production of red bricks which are made available for building and decorative purposes. Kaduna Bricks and Clay Products Limited, a factory sited in this area, is highly mechanized, bearing fully automated and capital intensive plants with tunnel kilns built to manufacture clay bricks at large scale. According to the reliable sources interviewed at the site, the factory is said to be capable of producing an average number of 70,000 *medium* sized bricks per day.

The process adopted in the manufacturing of bricks ranging from medium, normal to decorative types involves the following:

**Figure 3.** The production process for clay brick industry


Documentation, Application and Utilisation of Clay Minerals in Kaduna State (Nigeria) 13



**Figure 6.** Brick production unit

**Figure 7.** Brick drying compartment

the heat siphoned from the tunnel kiln.

**Figure 4.** Clay pile at brick factory site for processing


**Figure 5.** Clay processing plants


**Figure 6.** Brick production unit

**Figure 4.** Clay pile at brick factory site for processing

take place (Figure 5).

**Figure 5.** Clay processing plants

at the extruder mouth (Figure 6).



**Figure 7.** Brick drying compartment


chamber of the tunnel kiln (Figure 8) and fired to a maturing temperature ranging from 950oC to 1050oC with networks of complex oil burners and fans which help to blow the oil for an accelerated combustion process (air host fixed burner length). Low pour fuel oil (LPFO), also known as black oil mainly serves as the heating fuel.

Documentation, Application and Utilisation of Clay Minerals in Kaduna State (Nigeria) 15

kits, kneading table, studio shelves, dewatering tray, clay pits, fuel kilns and kiln furniture. The production processes used at the center for pottery production is described in the

**Clay Sourcing**

**Clay Processing and Preparation)**

**Shaping and Forming**

**Forms Decoration**

**Drying**

**Figure 9.** A schematic representation of the pottery production processes and operation

utilitarian vases and tablewares as shown in Figure 10.

**3.3. Maraba pottery, Kaduna** 

From the information gathered, Jacaranda Pottery is a small-scale ceramic industry which has been in operation since 1982, when it was established by a Briton. Though at present, the ownership of pottery center had been transferred to a Christian organisation with some other assets on the site. This was said to be brought about when the former owner whose residence was in the heart of Kaduna city, got affected by the religious crisis that erupted in the State in 2001 and decided to return to his country. However, the pottery center is still in operation though production activities at the center have not resume to its full capacity as obtained before. Products include creative ceramic and pottery forms, which serve as ornamental purposes,

**Bisque / Glaze Firing**

Maraba Pottery is cottage clay industry established in 1985 by set up Danlami Aliyu with the assistance of a British Potter, Michael O'Brien for the purpose of producing local ceramic wares which can meet the needs of local consumers and tourists. The center has also served a skill acquisition center for pottery practice and ceramic studio management. The center was strategically located within the reach of basic raw materials among which are clay minerals carefully collected from nearby sites, blended and manually processed to form stoneware body. The body compositions are basically made from blends of fireclay or ball clay (0-100%) and kaolin (0-70%) Quartz could also be added at 0-30%. Stoneware is generally

following chart:

**Figure 8.** Tunnel kiln and its inner chamber


As noted, Kaduna Bricks and Clay Products Limited is one of the main the main clay-brick producing factories in Nigeria. Most of the brick-making factories that were originally established by the Government are being privatized presently.

#### **3.2. Local pottery production at Jacaranda**

The availability of natural earthenware clay at Jacaranda has enabled the production of pottery products varying from decorative and utilitarian vases to tablewares in this area. Situated some few kilometers away from Mararaba-Rido, the clay used in Jacaranda pottery exhibit similar properties in term of plasticity, strength, colour (both at green and fired state). The earthenware clay serves as the basic raw material for the production of pottery articles while some other bodies are derived or composed by blending two or more clay types. For example, a stoneware body will be prepared when tablewares and other articles which require glazing are to be made. Besides, the clay may be enhanced by adding other materials to get a vitrifiable, and more workable clay with less shrinkage.

However, as clearly observed, the pottery center is fully equipped with the basic studio tools and structures required for pottery production. These include kick wheels, throwing kits, kneading table, studio shelves, dewatering tray, clay pits, fuel kilns and kiln furniture. The production processes used at the center for pottery production is described in the following chart:

**Figure 9.** A schematic representation of the pottery production processes and operation

From the information gathered, Jacaranda Pottery is a small-scale ceramic industry which has been in operation since 1982, when it was established by a Briton. Though at present, the ownership of pottery center had been transferred to a Christian organisation with some other assets on the site. This was said to be brought about when the former owner whose residence was in the heart of Kaduna city, got affected by the religious crisis that erupted in the State in 2001 and decided to return to his country. However, the pottery center is still in operation though production activities at the center have not resume to its full capacity as obtained before.

Products include creative ceramic and pottery forms, which serve as ornamental purposes, utilitarian vases and tablewares as shown in Figure 10.

#### **3.3. Maraba pottery, Kaduna**

14 Clay Minerals in Nature – Their Characterization, Modification and Application

**Figure 8.** Tunnel kiln and its inner chamber

oil (LPFO), also known as black oil mainly serves as the heating fuel.

chamber of the tunnel kiln (Figure 8) and fired to a maturing temperature ranging from 950oC to 1050oC with networks of complex oil burners and fans which help to blow the oil for an accelerated combustion process (air host fixed burner length). Low pour fuel


their clay with other refractory materials like kaolin from Bauchi state, Nigeria.

established by the Government are being privatized presently.

**3.2. Local pottery production at Jacaranda** 

more workable clay with less shrinkage.

As noted, Kaduna Bricks and Clay Products Limited is one of the main the main clay-brick producing factories in Nigeria. Most of the brick-making factories that were originally

The availability of natural earthenware clay at Jacaranda has enabled the production of pottery products varying from decorative and utilitarian vases to tablewares in this area. Situated some few kilometers away from Mararaba-Rido, the clay used in Jacaranda pottery exhibit similar properties in term of plasticity, strength, colour (both at green and fired state). The earthenware clay serves as the basic raw material for the production of pottery articles while some other bodies are derived or composed by blending two or more clay types. For example, a stoneware body will be prepared when tablewares and other articles which require glazing are to be made. Besides, the clay may be enhanced by adding other materials to get a vitrifiable, and

However, as clearly observed, the pottery center is fully equipped with the basic studio tools and structures required for pottery production. These include kick wheels, throwing Maraba Pottery is cottage clay industry established in 1985 by set up Danlami Aliyu with the assistance of a British Potter, Michael O'Brien for the purpose of producing local ceramic wares which can meet the needs of local consumers and tourists. The center has also served a skill acquisition center for pottery practice and ceramic studio management. The center was strategically located within the reach of basic raw materials among which are clay minerals carefully collected from nearby sites, blended and manually processed to form stoneware body. The body compositions are basically made from blends of fireclay or ball clay (0-100%) and kaolin (0-70%) Quartz could also be added at 0-30%. Stoneware is generally

Documentation, Application and Utilisation of Clay Minerals in Kaduna State (Nigeria) 17

once-fired with firing temperatures which can vary significantly, from 1100 °C to 1300 °C depending on the flux content. The production process adopts simple machines and improvised tools at various stages such clay processing and preparation, clay forming (Figure 13), decoration and firing. The pottery works from Maraba are culturally inspired with items

ranging from tablewares, dinnerwares, decorative wares and souvenirs (Figure 14).

**Figure 13.** Local clay body preparation and clay throwing process at Maraba Pottery Centre

**Figure 14.** Unfired pottery and glazed ceramic wares on display at Maraba Pottery Centre

Reference [20] opined that any ceramic industry, be it big or small, simple or complex, is created to serve some certain immediate and long-term needs within a given societies. Considering the usefulness of various ceramic materials/ products, the ceramics industry especially the local-based ones can play a major role in the socio-economic development of

Housing constitutes one of the most important basic needs of life. A number of building materials exist which have proved themselves to be most suitable material for use in a wide variety of situations, and have a great potential for increased use in the future. Clay bricks

**4. Discussions** 

their locality and the country at large.

**Figure 10.** Display of unfired and fired pottery wares at Jacaranda Pottery Centre

**Figure 11.** A cross-section of the clay firing facilities (kilns) at Jacaranda and Maraba Pottery Centres

**Figure 12.** Clay mineral deposition in an eroded mining site

once-fired with firing temperatures which can vary significantly, from 1100 °C to 1300 °C depending on the flux content. The production process adopts simple machines and improvised tools at various stages such clay processing and preparation, clay forming (Figure 13), decoration and firing. The pottery works from Maraba are culturally inspired with items ranging from tablewares, dinnerwares, decorative wares and souvenirs (Figure 14).

**Figure 13.** Local clay body preparation and clay throwing process at Maraba Pottery Centre

**Figure 14.** Unfired pottery and glazed ceramic wares on display at Maraba Pottery Centre

## **4. Discussions**

16 Clay Minerals in Nature – Their Characterization, Modification and Application

**Figure 10.** Display of unfired and fired pottery wares at Jacaranda Pottery Centre

**Figure 11.** A cross-section of the clay firing facilities (kilns) at Jacaranda and Maraba Pottery Centres

**Figure 12.** Clay mineral deposition in an eroded mining site

Reference [20] opined that any ceramic industry, be it big or small, simple or complex, is created to serve some certain immediate and long-term needs within a given societies. Considering the usefulness of various ceramic materials/ products, the ceramics industry especially the local-based ones can play a major role in the socio-economic development of their locality and the country at large.

Housing constitutes one of the most important basic needs of life. A number of building materials exist which have proved themselves to be most suitable material for use in a wide variety of situations, and have a great potential for increased use in the future. Clay bricks

are one of such products, which make use of available indigenous materials which can be manufactured locally.

Documentation, Application and Utilisation of Clay Minerals in Kaduna State (Nigeria) 19

established and the already existing ones must be properly equipped for effective delivery

With the current drive targeted at attaining self-reliance in the local sourcing of industrial raw materials, a new vista can be opened in the previously unexplored areas through mining beneficiation and mineral dressing [24]. This will make it possible to set up profitable ventures for the supply of refined raw materials as feed stock to industries. Furthermore, the empowerment of the small-scale ceramics industry with the ability to compete with foreign products in terms of quality, standard and cost, will better reposition them to contribute immensely to export promotion, employment generation and socio-

Special thanks to Mr. Bitrus Lamba and Mr. John at Mararaba-Rido, Kaduna; Mr. Samuel at Jacaranda, Kaduna, Mr. Timothy Olasunboye, who all assisted in gathering relevant

[1] Obaje, Nuhu George (2009) Geology and Mineral Resources of Nigeria. Lecture Notes

[4] Ministry of Solid Minerals Development (2000). An inventory of solid mineral

[5] Olokode O.S. and Aiyedun P.O. (2011). Mineralogical Characteristics of Natural Kaolins from Abeokuta, South-West Nigeria. The Pacific Journal of Science and Technology, 12(2): 558-565. Available http://www.akamaiuniversity.us/PJST12\_2\_558.pdf. Accessed

[6] Anifowose A.Y.B & Bamisaye O.A., Odeyemi I.B. (2006)Establishing a Solid Mineral

[7] Ikpatt Clement & Ibanga N. H. (2003). Nigeria's Mineral Resources: A Case for

http://www.gisdevelopment.net/application/geology/mineral/maf06\_ejaculation .

[2] Records of the Geological Survey of Nigeria (1958) Geological survey in Nigeria Available http://mmsd.gov.ng/Downloads/GSNA.pdf. Accessed 2012 April 13. [3] Industrial Profile on Ceramic Glaze Material Production (Low and High Temperature Glaze Types) (2009); A Public Presentation on Ceramic Glaze Materials. RMRDC-FIIRO

to researchers.

economic growth of a nation.

Oluwafemi Samuel Adelabu

**Acknowledgement** 

information for this study.

**6. References** 

2012 April 13.

Accessed 2012 April 13.

Resource Control. Available

*Federal University of Technology, Ondo State, Nigeria* 

in Earth Sciences Series, Springer. 120: 221 p.

Joint Research and Development Project.

potentials of Nigeria. Prospectus for Investors, 15pp.

Database for a Part of Southwestern Nigeria. Available

**Author details** 

Considering costs, locally-made clay bricks are among the cheapest of walling material. Besides, it should be borne in mind that if, as stated at a United Nations Conference, a house is to retain its usefulness, it must be maintained, repaired, adapted, and renovated. Thus, choices concerning standards and materials should consider resource requirements over the whole life of the asset and not merely the monetary cost of its initial production. Durable materials such as clay bricks have a cost advantage in this respect [21].

Significantly, the productive applications of clay from the country's vast mineral reserves will foster the conservation of foreign exchange which otherwise cannot be achieved with overdependence on imported materials. It is therefore notable that the efficient utilisation of locally available clay minerals will contributes to the fulfillment of the national socioeconomic development through employments generation and industrialization as buttressed in [22]. Nevertheless, environmental issues should not be ignored while benefiting from the wealth of mineral exploitations. Mining operations should be properly coordinated to avoid the adverse effect of environmental depletion (see Figure 12). Reference [22] also noted that the United Nation General Assembly has implied the integration of economic, social and environmental spheres to meet the need of the present without compromising the ability of future generations need.

## **5. Conclusion**

Previous geoscientific mineral studies have revealed that clays of various kinds and grades abound throughout Nigeria's sedimentary basins and on the basement. The mineral hold a significant importance especially to ceramic (pottery) practices in almost all parts of Nigeria from prehistoric period as also noted in [23]. In all parts of the country, native pottery is a vibrant traditional art form and an established cottage industry for earthenwares. There are various applications of clay use among which ceramics and bricks making are prominently featured in this study. Ceramic works at Abeokuta (Ogun State), Ikorodu (Lagos State), Okigwe (Imo State), Umuahia (Abia State) and Suleja in Niger State produce glazed wares from local kaolin. Refractory clays for refractory bricks have been proven at Onibode near Abeokuta where the refractoriness is very high at about 1,750°C.

Having observed the potentialities of clay minerals in the area of ceramic production, more can be achieved if the raw material can be fully exploited and harnessed. When the local raw materials are explored and exploited, it spurs industrial development and self reliance, thus maximizing the use of local raw materials instead of depending on imported ones with its attendant adverse effect on the economy [20]. A good example in this direction has been projected with the case study. Emphasis should be placed more on research through provision of research fund to the higher institutions, investing on the development of local technologies that utilizes local ceramic raw materials. The mining and geological research industries should be revitalized to rise up to the challenges of assisting towards maximum utilization of these raw materials. More research and developmental institutes should be established and the already existing ones must be properly equipped for effective delivery to researchers.

With the current drive targeted at attaining self-reliance in the local sourcing of industrial raw materials, a new vista can be opened in the previously unexplored areas through mining beneficiation and mineral dressing [24]. This will make it possible to set up profitable ventures for the supply of refined raw materials as feed stock to industries. Furthermore, the empowerment of the small-scale ceramics industry with the ability to compete with foreign products in terms of quality, standard and cost, will better reposition them to contribute immensely to export promotion, employment generation and socioeconomic growth of a nation.

## **Author details**

18 Clay Minerals in Nature – Their Characterization, Modification and Application

materials such as clay bricks have a cost advantage in this respect [21].

without compromising the ability of future generations need.

Abeokuta where the refractoriness is very high at about 1,750°C.

manufactured locally.

**5. Conclusion** 

are one of such products, which make use of available indigenous materials which can be

Considering costs, locally-made clay bricks are among the cheapest of walling material. Besides, it should be borne in mind that if, as stated at a United Nations Conference, a house is to retain its usefulness, it must be maintained, repaired, adapted, and renovated. Thus, choices concerning standards and materials should consider resource requirements over the whole life of the asset and not merely the monetary cost of its initial production. Durable

Significantly, the productive applications of clay from the country's vast mineral reserves will foster the conservation of foreign exchange which otherwise cannot be achieved with overdependence on imported materials. It is therefore notable that the efficient utilisation of locally available clay minerals will contributes to the fulfillment of the national socioeconomic development through employments generation and industrialization as buttressed in [22]. Nevertheless, environmental issues should not be ignored while benefiting from the wealth of mineral exploitations. Mining operations should be properly coordinated to avoid the adverse effect of environmental depletion (see Figure 12). Reference [22] also noted that the United Nation General Assembly has implied the integration of economic, social and environmental spheres to meet the need of the present

Previous geoscientific mineral studies have revealed that clays of various kinds and grades abound throughout Nigeria's sedimentary basins and on the basement. The mineral hold a significant importance especially to ceramic (pottery) practices in almost all parts of Nigeria from prehistoric period as also noted in [23]. In all parts of the country, native pottery is a vibrant traditional art form and an established cottage industry for earthenwares. There are various applications of clay use among which ceramics and bricks making are prominently featured in this study. Ceramic works at Abeokuta (Ogun State), Ikorodu (Lagos State), Okigwe (Imo State), Umuahia (Abia State) and Suleja in Niger State produce glazed wares from local kaolin. Refractory clays for refractory bricks have been proven at Onibode near

Having observed the potentialities of clay minerals in the area of ceramic production, more can be achieved if the raw material can be fully exploited and harnessed. When the local raw materials are explored and exploited, it spurs industrial development and self reliance, thus maximizing the use of local raw materials instead of depending on imported ones with its attendant adverse effect on the economy [20]. A good example in this direction has been projected with the case study. Emphasis should be placed more on research through provision of research fund to the higher institutions, investing on the development of local technologies that utilizes local ceramic raw materials. The mining and geological research industries should be revitalized to rise up to the challenges of assisting towards maximum utilization of these raw materials. More research and developmental institutes should be Oluwafemi Samuel Adelabu *Federal University of Technology, Ondo State, Nigeria* 

## **Acknowledgement**

Special thanks to Mr. Bitrus Lamba and Mr. John at Mararaba-Rido, Kaduna; Mr. Samuel at Jacaranda, Kaduna, Mr. Timothy Olasunboye, who all assisted in gathering relevant information for this study.

## **6. References**


http://www.nigerdeltacongress.com/narticles/nigeria\_mineral\_resources\_a\_case.htm. Accessed 2012 April 13.

**Chapter 2** 

© 2012 Jiang, licensee InTech. This is an open access chapter distributed under the terms of the Creative Commons Attribution License (http://creativecommons.org/licenses/by/3.0), which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.

© 2012 Jiang, licensee InTech. This is a paper distributed under the terms of the Creative Commons Attribution License (http://creativecommons.org/licenses/by/3.0), which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.

**Clay Minerals from the Perspective** 

The clay minerals e.g. kaolinite, smectite, illite, chlorite, etc. are ubiquitous in the targeting rocks of oil and gas exploration. During the early age (1940s) of worldwide oil exploration, clay minerals were studied to predict the quality of organic rick source rock and generation mechanism when scientists tried to investigate the origin of oil and gas (Grim, 1947, Brooks, 1952). Then the clay minerals analysis was used as a tool in terms of environmental determination, stratigraphic correlation and hydrocarbon generation zone identification to find exploration target interval, which was preliminarily and generally summarized by Weaver in 1960. By the 1970s, the clay minerals began to be widely studied for diagenesis and reservoir quality prediction due to the application of petrological analysis and quantitative mineralogical analysis by X-ray diffraction (Griffin, 1971; Pettijohn, 1975; Heald and Larese, 1974; Bloch et al., 2002). Since 1980s, the clay minerals analysis has been used to determine the hydrocarbon emplacement time and petroleum system analysis (Lee et al., 1985). These intermittent clay minerals research progresses are the result of exploration demands of conventional reservoirs (sandstone and carbonate rocks) at different times.

Despite their increasing importance in fundamental geological research and oil industry, clay minerals prove difficult to study in the past. Their sheet structure results in features that can only be resolvable at the sub-micron scale. They are also subtly variable in chemical composition (Fe, Mg, K, Al, etc) and can be confused with each other and other silicates. the recent innovative analytical tools and modern analysis techniques, e.g., QEMSCAN (Automated Mineralogy and Petrography), FIB/SEM (Focused Ion Beam/Scanning Electron Microscope), EDS (Energy-dispersive X-ray spectroscopy), etc., have the capability of quantitative and qualitative characterizing nano-pore and mineralogy of fine grained shale rocks (Lemmens et al., 2011), which creates new era of studying clay minerals for facilitating

**of Oil and Gas Exploration** 

Additional information is available at the end of the chapter

unconventional (shale) reservoir exploration.

Shu Jiang

http://dx.doi.org/10.5772/47790

**1. Introduction** 


## **Clay Minerals from the Perspective of Oil and Gas Exploration**

Shu Jiang

20 Clay Minerals in Nature – Their Characterization, Modification and Application

[9] Non-Metallic Mineral and Industrial Materials (…) Available

England: Elsevier Science Publisher Ltd.

*Ashakwu: Journal of Ceramics* , 1-4.

Development in Africa. 13 (2), 210-223pp.

Journal of the Arts in Society. 3 (5), 87-96pp.

Monuments, Lagos: Intec Printers Ltd Ibadan.

[18] Nigeria: Physical Setting- Kaduna State (…) Available

Nigeria. ASHAKWU Journal of Ceramics. 1 (1), 14-17pp.

[10] NEEDS (2004) National Planning Commission: Abuja, Nigeria. 144p.

Accessed 2012 April 13.

2002

120 pp.

Department.

http://www.nigerdeltacongress.com/narticles/nigeria\_mineral\_resources\_a\_case.htm.

[8] Orazulike Donatus Maduka (2002) The Solid Mineral Resources Of Nigeria: Maximizing Utilization For Industrial And Technological Growth. Inaugural Lecture Delivered at Abubakar Tafawa Balewa University, Bauchi, Nigeria. 11th September,

http://www.onlinenigeria.com/geology/?blurb=518. Accessed 2012 April 13.

[11] Rado, P. (1988). *An Introduction to the Technology of Pottery.* Oxford: Pergamon Press. [12] Adegoke, O.S. 1980. "Guide to the Non-Metallic Mineral Industrial Potential of Nigeria". Proceedings of the Raw Materials Research and Development Council. 110-

[13] Nosbusch, H., & Mitchell, I. (1988). Clay-Based Materials for the Ceramic Industry *.*

[14] Fatunsin, A. K. (1992). Yoruba Pottery. National Commission for Museums and

[17] Alasa, S. (2000). Fundamentals of Ceramics*.* Auchi: Painting and General Art

[20] Alkali, V. (2003). The Impact of Small-Scale Industries on National Development.

[22] Kashim, I. B. (2011). Solid Mineral Resource Development In Sustaining Nigeria's Economic and Environmental Realities of the 21st Century. Journal of Sustainable

[23] Akinbogun, T. (2009). Anglo-Nigeria Studio Pottery Culture: A Differential Factor in Studio Pottery Practice between Northern and Southern Nigeria. The International

[24] Adelabu, O. & Kashim, I. (2010) Clay mineral: A case study of its potentialities in selected parts of Kaduna State of Nigeria. Proceeding of International Conference on

[21] UNIDO. (1984). *Small Scale Brickmaking.* Geneva: International Labour Office.

Education and Management Technology (ICEMT), Cairo. 655 – 659pp.

http://www.onlinenigeria.com/links/kadunaadv.asp?blurb=294. Accessed 2012 April 13. [19] Opoku, E. V. (2003). Development of Local Raw Materials for the Ceramics Industry in

[15] Eyo, E & Willet, F. (1982) Treasures of Ancient Nigeria, New York: Alfred A. Knopf. [16] Microsoft Encarta (2009) Clay. Redmond, WA: Microsoft Corporation. [DVD]

Additional information is available at the end of the chapter

http://dx.doi.org/10.5772/47790

## **1. Introduction**

The clay minerals e.g. kaolinite, smectite, illite, chlorite, etc. are ubiquitous in the targeting rocks of oil and gas exploration. During the early age (1940s) of worldwide oil exploration, clay minerals were studied to predict the quality of organic rick source rock and generation mechanism when scientists tried to investigate the origin of oil and gas (Grim, 1947, Brooks, 1952). Then the clay minerals analysis was used as a tool in terms of environmental determination, stratigraphic correlation and hydrocarbon generation zone identification to find exploration target interval, which was preliminarily and generally summarized by Weaver in 1960. By the 1970s, the clay minerals began to be widely studied for diagenesis and reservoir quality prediction due to the application of petrological analysis and quantitative mineralogical analysis by X-ray diffraction (Griffin, 1971; Pettijohn, 1975; Heald and Larese, 1974; Bloch et al., 2002). Since 1980s, the clay minerals analysis has been used to determine the hydrocarbon emplacement time and petroleum system analysis (Lee et al., 1985). These intermittent clay minerals research progresses are the result of exploration demands of conventional reservoirs (sandstone and carbonate rocks) at different times.

Despite their increasing importance in fundamental geological research and oil industry, clay minerals prove difficult to study in the past. Their sheet structure results in features that can only be resolvable at the sub-micron scale. They are also subtly variable in chemical composition (Fe, Mg, K, Al, etc) and can be confused with each other and other silicates. the recent innovative analytical tools and modern analysis techniques, e.g., QEMSCAN (Automated Mineralogy and Petrography), FIB/SEM (Focused Ion Beam/Scanning Electron Microscope), EDS (Energy-dispersive X-ray spectroscopy), etc., have the capability of quantitative and qualitative characterizing nano-pore and mineralogy of fine grained shale rocks (Lemmens et al., 2011), which creates new era of studying clay minerals for facilitating unconventional (shale) reservoir exploration.

© 2012 Jiang, licensee InTech. This is an open access chapter distributed under the terms of the Creative Commons Attribution License (http://creativecommons.org/licenses/by/3.0), which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited. © 2012 Jiang, licensee InTech. This is a paper distributed under the terms of the Creative Commons Attribution License (http://creativecommons.org/licenses/by/3.0), which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.

Even though there were the numerous sporadic reports about the application of clay minerals in the oil and gas exploration. So far, relatively little work has been documented on the detailed summary of clay minerals from the perspective of oil and gas exploration. This paper is to systematically summarize the important role of clay minerals in oil and gas exploration from many points of view: basin tectonic evolution, depositional environment, thermal history and maturation history of organic matter in the source rock, hydrocarbon generation, migration and accumulation process, diagenetic history and reservoir quality prediction. The traditional and cutting-edge analytical tools and techniques are also be introduced to identify and characterize the clay mineralogy, rock fabrics property and micro- to nano-scale pores both conventional and unconventional oil and gas exploration.

Clay Minerals from the Perspective of Oil and Gas Exploration 23

constituents by adsorption to form abundant source material, and subsequently acted as

Many authors report the transformation of clay minerals during diagenesis is from montmorillonite to mixed-layer montmorillonite/illite to illite (Hower et al, 1976) and changes in the ordering of Illite/smectite (I/S) are particularly useful in studying the hydrocarbon generation because of the common coincidence between the temperatures for the conversion from random to ordered I/S and those for the onset of peak oil generation. Percentage of expandable layers in Illite/smectite decreases sharply where the Tmax (from Rock-Eval pyrolysis) of S2 hydrocarbon production peak and indicator of thermal maturation-production index (PI) [PI=S1/(S1+S2)] indicate it is oil generation zone (Burtner and Warner,1986). The use of mixed-layer illite/smectite (I/S) as a geothermometer and indicator of thermal maturity is based on the concepts of shale diagenesis that were first described in detailed studies of Gulf Coast (Powers, 1957; Hower et al., 1976; Hoffman and Hower, 1979). The good agreement between changes in ordering of I/S and calculated maximum burial temperatures or hydrocarbon maturity suggests that I/S is a reliable semiquantitative geothermometer and an excellent measures of thermal maturity (Waples, 1980; Bruce, 1984; Pollastro, 1993). The clay mineral association even can be used to evaluate the hydrocarbon generation degree, e.g., the presence of illite-smectite-tobelite demonstrates that oil generation has taken place and absence of tobelite layers shows that the rock has not

been heated sufficiently to generate large amounts of oil (Drits et al., 2002).

(montmorillonite ) in I/S correspond to rapid oil generation.

(Figure 2C, D, E).

The significant changes of clay minerals during burial and their relations with diagenetic stages, temperature, organic matter maturity, hydrocarbon generation and expulsion can be summarized in Figure 1. During early diagenesis, the maturity of source rock indicated by vitrinite reflectance (Ro) is low and low percentate of illitic beds in illite-smectite mixedlayer clay minerals, e.g. Ro= 0.5% approximately corresponds to around 25% illite presence. The Clay minerals mainly experience loss of pore water and little oil is generated during this period. 25 to 50% illitic beds in illite-smectite mixed-layer clay minerals correspond to major oil generating zone (RO= 0.5 to 1.0%). When more than 75% illitic layers are present in illitesmectite mixed-layer clay minerals, cracking of hydrocarbons form dry gas (Ro> 1.5%). This general trend can be used to predict if the source rock is able to generate hydrocarbon in an area. For example, the smectite alters to illite at temperature of 80 to 120oC, which corresponds to the oil generation peak at the same temperature range. Figure 2 presents data from Liaodong Bay area in Bohai Bay Basin in Northeast China to this aspect showing the change in maturity of organic matter and reaction progress in the smectite to illite transformation, which indicates that the rapid increase in illite and decrease in smectite

The reaction of smectite to illite in these clays also can indicate the producing high porefluid pressures (Powers, 1967) and expulse hydrocarbons from the shales (Burst,1959; Bruce, 1984). This can be demonstrated in Figure 2 that the overpressure development interval corresponds to the transformation of smectite to illite and hydrocarbon generation zone

catalysts in petroleum generation (Brooks,1952) .

## **2. The uses of clay minerals in oil and gas exploration**

## **2.1. Indication of tectonics and sedimentation**

During the evolution of petroliferous sedimentary basin, the clay minerals contained in the rocks undergo a series of changes in composition and crystal structure in response to tectonics and sedimentation. The amount and type of clay minerals are a function of the provenance of clastic minerals and of diagenetic reactions at shallow and greater depth in different tectonic and sedimentary settings. Clay minerals can be used to infer tectonic/structural regime, basin evolution history and the timing of various geologic events. This may even provide useful tool in helping to unravel the histories in tectonically complex area, e.g., Schoonmaker et al. (1986) found that the depth distribution of illite/smectite (I/S) compositions showed an irregular, zig-zag trend with depth. This trend is probably the result of multi-stage reverse faultings resulted from the compressional tectonic movement. I/S data were also used to infer several kilometers of uplift and subsequent erosion of the section. The depositional facies appears to be an important factor controlling the abundance of clays in the sediments. Fluvial facies generally possesses higher clay mineral abundance. Well-sorted clean aeolian sands typically have a low clay abundance (<15%).

#### **2.2. Indicator of hydrocarbon generation and expulsion**

For oil and gas exploration, we need at least to confirm the exploration area has potential source that generates the oil and gas. This drives geologists to study the potential source rocks (usually organic rich shales) to understand if the organic matter in the source rock can generate hydrocarbons at a given depth in a specific geologic time and when the generated hydrocarbons reach the expulsion peak. Organic geochemistry is the main discipline for studying oil and gas generation and expulsion. However, clay mineralogy is also important for evaluation of these parameters since clay minerals and organic matters usually coexist in the sedimentary rocks and the ultrafine clay minerals are sensitive to the changes in the rocks accompanying the hydrocarbon generation and expulsion processes. Association of clay minerals and organic matter in shales is a significant factor in petroleum genesis. Grim (1947) emphasized the likelihood that the clay minerals in shales concentrated organic constituents by adsorption to form abundant source material, and subsequently acted as catalysts in petroleum generation (Brooks,1952) .

22 Clay Minerals in Nature – Their Characterization, Modification and Application

**2. The uses of clay minerals in oil and gas exploration** 

Well-sorted clean aeolian sands typically have a low clay abundance (<15%).

For oil and gas exploration, we need at least to confirm the exploration area has potential source that generates the oil and gas. This drives geologists to study the potential source rocks (usually organic rich shales) to understand if the organic matter in the source rock can generate hydrocarbons at a given depth in a specific geologic time and when the generated hydrocarbons reach the expulsion peak. Organic geochemistry is the main discipline for studying oil and gas generation and expulsion. However, clay mineralogy is also important for evaluation of these parameters since clay minerals and organic matters usually coexist in the sedimentary rocks and the ultrafine clay minerals are sensitive to the changes in the rocks accompanying the hydrocarbon generation and expulsion processes. Association of clay minerals and organic matter in shales is a significant factor in petroleum genesis. Grim (1947) emphasized the likelihood that the clay minerals in shales concentrated organic

**2.2. Indicator of hydrocarbon generation and expulsion** 

**2.1. Indication of tectonics and sedimentation** 

Even though there were the numerous sporadic reports about the application of clay minerals in the oil and gas exploration. So far, relatively little work has been documented on the detailed summary of clay minerals from the perspective of oil and gas exploration. This paper is to systematically summarize the important role of clay minerals in oil and gas exploration from many points of view: basin tectonic evolution, depositional environment, thermal history and maturation history of organic matter in the source rock, hydrocarbon generation, migration and accumulation process, diagenetic history and reservoir quality prediction. The traditional and cutting-edge analytical tools and techniques are also be introduced to identify and characterize the clay mineralogy, rock fabrics property and micro- to nano-scale pores both conventional and unconventional oil and gas exploration.

During the evolution of petroliferous sedimentary basin, the clay minerals contained in the rocks undergo a series of changes in composition and crystal structure in response to tectonics and sedimentation. The amount and type of clay minerals are a function of the provenance of clastic minerals and of diagenetic reactions at shallow and greater depth in different tectonic and sedimentary settings. Clay minerals can be used to infer tectonic/structural regime, basin evolution history and the timing of various geologic events. This may even provide useful tool in helping to unravel the histories in tectonically complex area, e.g., Schoonmaker et al. (1986) found that the depth distribution of illite/smectite (I/S) compositions showed an irregular, zig-zag trend with depth. This trend is probably the result of multi-stage reverse faultings resulted from the compressional tectonic movement. I/S data were also used to infer several kilometers of uplift and subsequent erosion of the section. The depositional facies appears to be an important factor controlling the abundance of clays in the sediments. Fluvial facies generally possesses higher clay mineral abundance. Many authors report the transformation of clay minerals during diagenesis is from montmorillonite to mixed-layer montmorillonite/illite to illite (Hower et al, 1976) and changes in the ordering of Illite/smectite (I/S) are particularly useful in studying the hydrocarbon generation because of the common coincidence between the temperatures for the conversion from random to ordered I/S and those for the onset of peak oil generation. Percentage of expandable layers in Illite/smectite decreases sharply where the Tmax (from Rock-Eval pyrolysis) of S2 hydrocarbon production peak and indicator of thermal maturation-production index (PI) [PI=S1/(S1+S2)] indicate it is oil generation zone (Burtner and Warner,1986). The use of mixed-layer illite/smectite (I/S) as a geothermometer and indicator of thermal maturity is based on the concepts of shale diagenesis that were first described in detailed studies of Gulf Coast (Powers, 1957; Hower et al., 1976; Hoffman and Hower, 1979). The good agreement between changes in ordering of I/S and calculated maximum burial temperatures or hydrocarbon maturity suggests that I/S is a reliable semiquantitative geothermometer and an excellent measures of thermal maturity (Waples, 1980; Bruce, 1984; Pollastro, 1993). The clay mineral association even can be used to evaluate the hydrocarbon generation degree, e.g., the presence of illite-smectite-tobelite demonstrates that oil generation has taken place and absence of tobelite layers shows that the rock has not been heated sufficiently to generate large amounts of oil (Drits et al., 2002).

The significant changes of clay minerals during burial and their relations with diagenetic stages, temperature, organic matter maturity, hydrocarbon generation and expulsion can be summarized in Figure 1. During early diagenesis, the maturity of source rock indicated by vitrinite reflectance (Ro) is low and low percentate of illitic beds in illite-smectite mixedlayer clay minerals, e.g. Ro= 0.5% approximately corresponds to around 25% illite presence. The Clay minerals mainly experience loss of pore water and little oil is generated during this period. 25 to 50% illitic beds in illite-smectite mixed-layer clay minerals correspond to major oil generating zone (RO= 0.5 to 1.0%). When more than 75% illitic layers are present in illitesmectite mixed-layer clay minerals, cracking of hydrocarbons form dry gas (Ro> 1.5%). This general trend can be used to predict if the source rock is able to generate hydrocarbon in an area. For example, the smectite alters to illite at temperature of 80 to 120oC, which corresponds to the oil generation peak at the same temperature range. Figure 2 presents data from Liaodong Bay area in Bohai Bay Basin in Northeast China to this aspect showing the change in maturity of organic matter and reaction progress in the smectite to illite transformation, which indicates that the rapid increase in illite and decrease in smectite (montmorillonite ) in I/S correspond to rapid oil generation.

The reaction of smectite to illite in these clays also can indicate the producing high porefluid pressures (Powers, 1967) and expulse hydrocarbons from the shales (Burst,1959; Bruce, 1984). This can be demonstrated in Figure 2 that the overpressure development interval corresponds to the transformation of smectite to illite and hydrocarbon generation zone (Figure 2C, D, E).

24 Clay Minerals in Nature – Their Characterization, Modification and Application

Clay Minerals from the Perspective of Oil and Gas Exploration 25

Some time ago, Legate & Johns (1964) used gas chromatography to measure the affinity of montmorillonite clays for hydrocarbons of differing polarity, and suggested that during the migration of petroleum chromatographic effects might modify their composition. Young & Melver (1977) developed the chromatographic technique further and convincingly showed that they could in numerous instances predict oil compositions following migration, where the clay-kerogen complex was the chromatographic agent. "Organo-pores" proposed by

Yariv (1976) could be migration paths for hydrocarbons in argillaceous source rocks.

dynamic for hydrocarbons (Figure 2 C, E).

migration pathway and poor conduiting capability.

A number of investigators (Powers, 1967; Burst, 1969) have focused attention on the latestage dehydration which accompanies smectite to illite transformation during burial diagenesis. This firstly suggests that the replacement of kaolinite by illite or direct precipitation of illite indicates fluid flow where the chemical potential of the fluids is in disequilibrium within the reservoir sandstone. The existence of secondary illite does indicate aqueous fluid flow and thus can be used as indices of fluid movement and hence signal the possible hydrocarbon migration. Secondly, it indicates that the water release could create a flushing action responsible for the migration of petroleum hydrocarbons from the source rock through the migration paths to nearby reservoirs. Also, the water liberation can build up abnormal pressures in less permeable sediments, which can provide migration

Abnormal Illite distribution has been used as an index to determine if certain rocks/strata/areas are a hydrocarbon migration pathway and its conducting capability (Zeng and Yu, 2006, Jiang et al., 2011). If there shows abnormal illite distribution, it indicates the hydrocarbon migration happened. The illite abnormal distribution of three wells from three different structure zones in Liaodong Bay Sub-basin of Bohai Bai Basin in Northeast China in Figure 3 suggests hydrocarbon migration happened in these three areas represented by three wells, but the conduiting capabilities are different in the three areas based on different abnormal magnitude of illite content. At the same depth of these three wells, illite content of well JZ25-1s-1 is the highest and the illite content of well JZ21-1-1 is the lowest, which indicates the hydrocarbon migration in the JZ25-1s-1 well area is the most active and the JZ21-1-1 area is the relatively least active area regarding to hydrocarbon migration (Figure 3). This result is consistent with current oil discoveries: The Liaoxi uplift (represented by well JZ25-1s-1) to the west of Liaodong Bay contributes to the most reserves in the Liaodong Bay sub-basin. Tan-Lu strike-slip area (represented by well JZ23-1-1) is emerging as the second largest hydrocarbon migration and accumulation area (Jiang et al., 2010, 2011). Almost no oil and gas discoveries in the rest area of Liaozhong depression (represented by well JZ21-1-1) away from strike-slip zone and Liaoxi uplift so far due to poor hydrocarbon

The smearing of clay minerals can also prohibit the hydrocarbons' further migration and facilitate the hydrocarbon accumulation. When the soft clays are smeared into the fault plane during movement and they will provide an effective seal . In many cases, the presence of clay types and their proportions can even indicate if there is oil and gas accumulation.

**Figure 1.** Generalized relationship between temperature, hydrocarbon generation, diagenesis, source rock maturity (vitrinite reflectance), changes in mixed-layer illite/smectite. Figure and data summarized from Foscolos et al (1976), Hoffman and Hower (1979), Waples (1980), Tissot and Welte (1984).

**Figure 2.** Five plots showing the relationships between diagenetic stages, porosity (A), permeability (B), clay minerals evolution (C), vitrinite reflectance (Ro) (D), and pressure (E) in Liaozhong depression, Liaodong bay sub-basin, Bohai Bay Basin, Northeast China. The secondary porosity zones are numbered upward from 1 to 4.

#### **2.3. Indices for hydrocarbon migration and accumulation**

It is critical to establish that hydrocarbon formation and migration occurred after the formation of the trap (anticline, etc.) that is to hold the oil. There is still very little known about the manner in which hydrocarbons formed in argillaceous source rocks migrate and accumulate in porous reservoirs. Some evidence exists, however, that the clay mineralkerogen complex plays a role in modifying hydrocarbon compositions during migration. Some time ago, Legate & Johns (1964) used gas chromatography to measure the affinity of montmorillonite clays for hydrocarbons of differing polarity, and suggested that during the migration of petroleum chromatographic effects might modify their composition. Young & Melver (1977) developed the chromatographic technique further and convincingly showed that they could in numerous instances predict oil compositions following migration, where the clay-kerogen complex was the chromatographic agent. "Organo-pores" proposed by Yariv (1976) could be migration paths for hydrocarbons in argillaceous source rocks.

24 Clay Minerals in Nature – Their Characterization, Modification and Application

**Figure 1.** Generalized relationship between temperature, hydrocarbon generation, diagenesis, source rock maturity (vitrinite reflectance), changes in mixed-layer illite/smectite. Figure and data summarized

**Figure 2.** Five plots showing the relationships between diagenetic stages, porosity (A), permeability (B), clay minerals evolution (C), vitrinite reflectance (Ro) (D), and pressure (E) in Liaozhong depression, Liaodong bay sub-basin, Bohai Bay Basin, Northeast China. The secondary porosity zones are

It is critical to establish that hydrocarbon formation and migration occurred after the formation of the trap (anticline, etc.) that is to hold the oil. There is still very little known about the manner in which hydrocarbons formed in argillaceous source rocks migrate and accumulate in porous reservoirs. Some evidence exists, however, that the clay mineralkerogen complex plays a role in modifying hydrocarbon compositions during migration.

**2.3. Indices for hydrocarbon migration and accumulation** 

numbered upward from 1 to 4.

from Foscolos et al (1976), Hoffman and Hower (1979), Waples (1980), Tissot and Welte (1984).

A number of investigators (Powers, 1967; Burst, 1969) have focused attention on the latestage dehydration which accompanies smectite to illite transformation during burial diagenesis. This firstly suggests that the replacement of kaolinite by illite or direct precipitation of illite indicates fluid flow where the chemical potential of the fluids is in disequilibrium within the reservoir sandstone. The existence of secondary illite does indicate aqueous fluid flow and thus can be used as indices of fluid movement and hence signal the possible hydrocarbon migration. Secondly, it indicates that the water release could create a flushing action responsible for the migration of petroleum hydrocarbons from the source rock through the migration paths to nearby reservoirs. Also, the water liberation can build up abnormal pressures in less permeable sediments, which can provide migration dynamic for hydrocarbons (Figure 2 C, E).

Abnormal Illite distribution has been used as an index to determine if certain rocks/strata/areas are a hydrocarbon migration pathway and its conducting capability (Zeng and Yu, 2006, Jiang et al., 2011). If there shows abnormal illite distribution, it indicates the hydrocarbon migration happened. The illite abnormal distribution of three wells from three different structure zones in Liaodong Bay Sub-basin of Bohai Bai Basin in Northeast China in Figure 3 suggests hydrocarbon migration happened in these three areas represented by three wells, but the conduiting capabilities are different in the three areas based on different abnormal magnitude of illite content. At the same depth of these three wells, illite content of well JZ25-1s-1 is the highest and the illite content of well JZ21-1-1 is the lowest, which indicates the hydrocarbon migration in the JZ25-1s-1 well area is the most active and the JZ21-1-1 area is the relatively least active area regarding to hydrocarbon migration (Figure 3). This result is consistent with current oil discoveries: The Liaoxi uplift (represented by well JZ25-1s-1) to the west of Liaodong Bay contributes to the most reserves in the Liaodong Bay sub-basin. Tan-Lu strike-slip area (represented by well JZ23-1-1) is emerging as the second largest hydrocarbon migration and accumulation area (Jiang et al., 2010, 2011). Almost no oil and gas discoveries in the rest area of Liaozhong depression (represented by well JZ21-1-1) away from strike-slip zone and Liaoxi uplift so far due to poor hydrocarbon migration pathway and poor conduiting capability.

The smearing of clay minerals can also prohibit the hydrocarbons' further migration and facilitate the hydrocarbon accumulation. When the soft clays are smeared into the fault plane during movement and they will provide an effective seal . In many cases, the presence of clay types and their proportions can even indicate if there is oil and gas accumulation.

Clay Minerals from the Perspective of Oil and Gas Exploration 27

Webb (1974) recorded that the Cretaceous sandstones of Wyoming generally contain abundant authigenic kaolinite where water saturated, but little if any authigenic clay is found where the sandstones are hydrocarbon saturated. Investigation on clay mineral and its relationship with gas reservoirs show that the clay mineral percentage and ordering of I/S can indicate the hydrocarbon reservoir, e.g., the high content of illite in I/S and higher ordering of I/S change indicate the gas reservoir interval in Dongfang 6 well from Dongfang

Porosity and permeability are the most important attributes of reservoir quality. They determine the amount of oil and gas a rock can contain and the rate at which that oil and gas can be produced. Most sandstones and carbonates contain appreciable fine-grained clay material including kaolinite, chlorite, smectite, mixed layer illite-smectite and illite. These clay minerals commonly occur as both detrital matrix and authigenic cement in reservoir sandstones. The reservoirs initially have intergranular pores that are main space for oil and gas accumulation. When the reservoirs are deposited, their primary porosity is frequently destroyed or substantially reduced during burial compaction. The clay minerals are usually assumed to be detrimental to sandstone reservoir quality because they can plug pore throats as they locate on grain surface in the form of films, plates and bridge and some clay minerals promote chemical compaction. Not only in sandstone reservoir, the clay content also greatly accelerated the rate of porosity loss in limestone reservoir (Brown, 1997). Generally, the porosity loss is mainly caused by the diagenetic process including mechanical compaction, quartz and K-feldspar overgrowths, carbonate cementing and clay mineralization. Especially, the diagenetic clay minerals play a very important role in

Authigenic clays from diagenesis in the sandstones studied occur as illite, illite-smectite and kaolinite. They form cements around the detrital minerals. During the period of intermediate to deep burial diagenesis, Ilite and illite-smectite clays are the first cements. These early-formed clay films play an important role in reducing reservoir porosity and permeability during burial diagenesis. For example, pore-filling illite formed mainly at the expense of kaolinite.The illitic clays usually occur as pore-bridging clays to reduce the pore space and block the fluid movement by reducing permeability. For clay minerals that replaced rigid feldspar minerals are easily compacted and can be squeezed into pore throats

For oil and gas exploration, we expect the occurrences of high-quality reservoirs. Even though the porosity and permeability of reservoir generally decrease with the increase of burial depth due the diagenetic processes as state above, other diagenetic processes may enhance porosity through the forming of secondary porosity including fractures, removal of cements or leaching of framework grains, preexisting cements and clay minerals, limited compaction and/or limited cementation. The dissolution of authigenic minerals that previously replaced sedimentary constituents or authigenic cements may be responsible for

between grains. This will also greatly influence the decrease of reservoir quality.

**2.4. Significance of clay mineralogy for reservoir Quality prediction** 

gas field in Northern South China Sea (Figure 4).

determining the reservoir quality.

**Figure 3.** The illite content distribution versus depth from three wells in Liaodong Bay area, Bohai Bay Basin.

**Figure 4.** The abrupt changes in the percent illite in I/S and the ordering of I/S (R) in well Dongfang 6 in Dongfang Gas Field, Northern South China Sea.

Webb (1974) recorded that the Cretaceous sandstones of Wyoming generally contain abundant authigenic kaolinite where water saturated, but little if any authigenic clay is found where the sandstones are hydrocarbon saturated. Investigation on clay mineral and its relationship with gas reservoirs show that the clay mineral percentage and ordering of I/S can indicate the hydrocarbon reservoir, e.g., the high content of illite in I/S and higher ordering of I/S change indicate the gas reservoir interval in Dongfang 6 well from Dongfang gas field in Northern South China Sea (Figure 4).

### **2.4. Significance of clay mineralogy for reservoir Quality prediction**

26 Clay Minerals in Nature – Their Characterization, Modification and Application

Basin.

**Figure 3.** The illite content distribution versus depth from three wells in Liaodong Bay area, Bohai Bay

**Figure 4.** The abrupt changes in the percent illite in I/S and the ordering of I/S (R) in well Dongfang 6 in

Dongfang Gas Field, Northern South China Sea.

Porosity and permeability are the most important attributes of reservoir quality. They determine the amount of oil and gas a rock can contain and the rate at which that oil and gas can be produced. Most sandstones and carbonates contain appreciable fine-grained clay material including kaolinite, chlorite, smectite, mixed layer illite-smectite and illite. These clay minerals commonly occur as both detrital matrix and authigenic cement in reservoir sandstones. The reservoirs initially have intergranular pores that are main space for oil and gas accumulation. When the reservoirs are deposited, their primary porosity is frequently destroyed or substantially reduced during burial compaction. The clay minerals are usually assumed to be detrimental to sandstone reservoir quality because they can plug pore throats as they locate on grain surface in the form of films, plates and bridge and some clay minerals promote chemical compaction. Not only in sandstone reservoir, the clay content also greatly accelerated the rate of porosity loss in limestone reservoir (Brown, 1997). Generally, the porosity loss is mainly caused by the diagenetic process including mechanical compaction, quartz and K-feldspar overgrowths, carbonate cementing and clay mineralization. Especially, the diagenetic clay minerals play a very important role in determining the reservoir quality.

Authigenic clays from diagenesis in the sandstones studied occur as illite, illite-smectite and kaolinite. They form cements around the detrital minerals. During the period of intermediate to deep burial diagenesis, Ilite and illite-smectite clays are the first cements. These early-formed clay films play an important role in reducing reservoir porosity and permeability during burial diagenesis. For example, pore-filling illite formed mainly at the expense of kaolinite.The illitic clays usually occur as pore-bridging clays to reduce the pore space and block the fluid movement by reducing permeability. For clay minerals that replaced rigid feldspar minerals are easily compacted and can be squeezed into pore throats between grains. This will also greatly influence the decrease of reservoir quality.

For oil and gas exploration, we expect the occurrences of high-quality reservoirs. Even though the porosity and permeability of reservoir generally decrease with the increase of burial depth due the diagenetic processes as state above, other diagenetic processes may enhance porosity through the forming of secondary porosity including fractures, removal of cements or leaching of framework grains, preexisting cements and clay minerals, limited compaction and/or limited cementation. The dissolution of authigenic minerals that previously replaced sedimentary constituents or authigenic cements may be responsible for

a significant percentage of secondary porosity. Some micropores are found in various clays regardless of whether the clay is authigenic or detrital in origin. Also, the existence of clay minerals does not always mean to reduce the reservoir quality, it may be good phenomenon to indicate good reservoir quality, e.g., coats of chlorite on sand grains can preserve reservoir quality because they prevent quartz cementation (Heald and Larese, 1974; Bloch et al., 2002; Taylor et al., 2004). Sometimes, the higher content zone of kaolinite is indicative of higher porosity. The reason is that porosity is created when the acid dissolves feldspar to produce kaolinite (Jiang et al., 2010). These all show the positive aspect to clay authigenesis.

Clay Minerals from the Perspective of Oil and Gas Exploration 29

Recently, illite 40Ar/39Ar dating was considered better than traditional K-Ar dating. Among the advantages of 40Ar/39Ar dating over traditional K-Ar methods are that stepwise heating can distinguish contributions from authigenic illite and detrital K feldspar by interpreting their gas release characteristics. The K-Ar dating and total fusion 40Ar/39Ar dating, however, yield a meaningless mixing age of the authigenic illite and detrital K feldspar, e.g., gradually rising age spectra are obtained by 40Ar/39Ar laser stepwise heating of the illite samples from the Tertiary reservoir sandstones in the Huizhou sag, Pearl River Mouth Basin in South China Sea. The youngest ages at the first steps are interpreted as being caused by contributions from authigenic illite, suggesting that the petroleum emplacement occurred after 11 Ma. The high plateau ages in the high-temperature steps that are rather variable between the seven samples are interpreted as being caused by contributions of detrital K-

The reservoir petrophysics e.g. porosity, permeability, water saturation and hydrocarbon saturation are the most important properties that define and control qualitatively and quantitatively the reservoir performance. The minerals present in the reservoir especially the clay mineral (Moll, 2001) can play the utmost role, which affects both the reservoir capacity and production because the grain size of clay minerals is generally very small and result in very low effective porosity and permeability, thus any presence of clay in a

Characteristics of clays that strongly affect their electrical behavior are clay composition, internal structure, the tremendous surface to volume ratios of most clays and the charge imbalance along the surface of clay minerals. All these clay mineral manifestations have an impact upon the interpretative petrophysical parameters by well logging responses. In order to better understand the well logging response for petrophysical analysis, the type of clay minerals must be taken into account in reservoir evaluation, e.g., Potassium presence in the reservoir can increase radiation on Gamma Ray logs. Sometimes, the log response can indicate the hydrocarbon saturation and clay content, e.g., the high resistivity zone of resistivity log corresponds to intervals with low water saturation, a more restricted distribution of diagenetic clay (mainly chlorite) and the low resistivity zone corresponds to intervals with more widely distributed diagenetic clay and variably reduced permeability

reservoir may have direct consequences on the reservoir properties (Said et al. 2003).

**3. Traditional clay mineral characterization methods and their** 

The traditional methods e.g. XRD (X-ray Diffraction), petrographic microscope, XRF (X-ray Fluorescence) and SEM (Scanning Electron Microscopy) have been widely used for clay minerals characterization in conventional siliciclastic and carbonate reservoirs for many years. X-ray diffraction (XRD) is used to provide information on the rock mineral

**applications for conventional oil and gas exploration** 

feldspar in the sandstones (Yun et al., 2010).

(Nadeau,2000).

**2.6. Significance for petrophysical property study** 

The secondary porosity development and its relationship with clay minerals evolution has been investigated in many basins (Bloch et al., 2002; Taylor et al., 2004; Jiang et al., 2010). Let's use Liaodong Bay Sub-basin in Bohai Bay Basin in Northeast China as example again. There clearly exist four secondary porosity development zones for the Tertiary strata, whose depth intervals are 1600-1800 m, 2000-2500 m, 2700-2800 m and 3200-3300 m, respectively (Figure 2A). These intervals are named 1 upward to 4 informally. Their corresponding permeability zones have relative higher values (Fig.2B). The secondary and third secondary porosity zones have relatively larger scale. Correlation between porosity, clay minerals and Ro demonstrates that the secondary porosity zones are related to the rapid transformation of the clay minerals and hydrocarbon generation (Ro>0.5%) (Figure 2A, C, D). The relation between zones of secondary porosity and pressure distribution illustrated that No.3 secondary porosity is just right below the top surface of overpressure. This is probably because that the overpressure can retard compaction and avoid the excessive porosity reduction.

#### **2.5. Petroleum emplacement chronology**

Petroleum emplacement chronology is one of the frontier research subjects in both petroleum geology and isotope geochronology. Determining the oil or gas emplacement ages has important implications for oil or gas genesis and resource prediction. Typical relative chronology for oil or gas migration, emplacement, and accumulation is established by petrology, basin tectonic evolution, trap formation, and hydrocarbon generation from the source rock (Kelly et al., 2000; Middleton et al., 2000). So far, the illite K-Ar and 40Ar/39Ar dating technique hold significant promise in establishing absolute constraints on the emplacement age of oil and gas.

Since the middle of the 1980s, authigenic illite K-Ar dating has been applied to determine the ages of petroleum migration in the North Sea oil fields and Permian gas reservoirs in Northern Germany (Lee et al., 1985; Liewig et al., 1987, 2000; Hamilton et al., 1989). The dating is based on the hypothesis that "illite is commonly the last or one of the latest mineral cements to form prior to hydrocarbon accumulation. Because the displacement of formation water by hydrocarbons will cause silicate diagenesis to cease, K-Ar ages for illite will constrain the timing of this event and also constrain the maximum age of formation of the trap structure" (Hamilton et al., 1989). Wang et al. (1997) investigated oil or gas emplacement ages in the Tarim Basin by this technique.

Recently, illite 40Ar/39Ar dating was considered better than traditional K-Ar dating. Among the advantages of 40Ar/39Ar dating over traditional K-Ar methods are that stepwise heating can distinguish contributions from authigenic illite and detrital K feldspar by interpreting their gas release characteristics. The K-Ar dating and total fusion 40Ar/39Ar dating, however, yield a meaningless mixing age of the authigenic illite and detrital K feldspar, e.g., gradually rising age spectra are obtained by 40Ar/39Ar laser stepwise heating of the illite samples from the Tertiary reservoir sandstones in the Huizhou sag, Pearl River Mouth Basin in South China Sea. The youngest ages at the first steps are interpreted as being caused by contributions from authigenic illite, suggesting that the petroleum emplacement occurred after 11 Ma. The high plateau ages in the high-temperature steps that are rather variable between the seven samples are interpreted as being caused by contributions of detrital Kfeldspar in the sandstones (Yun et al., 2010).

## **2.6. Significance for petrophysical property study**

28 Clay Minerals in Nature – Their Characterization, Modification and Application

reduction.

**2.5. Petroleum emplacement chronology** 

emplacement age of oil and gas.

ages in the Tarim Basin by this technique.

a significant percentage of secondary porosity. Some micropores are found in various clays regardless of whether the clay is authigenic or detrital in origin. Also, the existence of clay minerals does not always mean to reduce the reservoir quality, it may be good phenomenon to indicate good reservoir quality, e.g., coats of chlorite on sand grains can preserve reservoir quality because they prevent quartz cementation (Heald and Larese, 1974; Bloch et al., 2002; Taylor et al., 2004). Sometimes, the higher content zone of kaolinite is indicative of higher porosity. The reason is that porosity is created when the acid dissolves feldspar to produce kaolinite (Jiang et al., 2010). These all show the positive aspect to clay authigenesis. The secondary porosity development and its relationship with clay minerals evolution has been investigated in many basins (Bloch et al., 2002; Taylor et al., 2004; Jiang et al., 2010). Let's use Liaodong Bay Sub-basin in Bohai Bay Basin in Northeast China as example again. There clearly exist four secondary porosity development zones for the Tertiary strata, whose depth intervals are 1600-1800 m, 2000-2500 m, 2700-2800 m and 3200-3300 m, respectively (Figure 2A). These intervals are named 1 upward to 4 informally. Their corresponding permeability zones have relative higher values (Fig.2B). The secondary and third secondary porosity zones have relatively larger scale. Correlation between porosity, clay minerals and Ro demonstrates that the secondary porosity zones are related to the rapid transformation of the clay minerals and hydrocarbon generation (Ro>0.5%) (Figure 2A, C, D). The relation between zones of secondary porosity and pressure distribution illustrated that No.3 secondary porosity is just right below the top surface of overpressure. This is probably because that the overpressure can retard compaction and avoid the excessive porosity

Petroleum emplacement chronology is one of the frontier research subjects in both petroleum geology and isotope geochronology. Determining the oil or gas emplacement ages has important implications for oil or gas genesis and resource prediction. Typical relative chronology for oil or gas migration, emplacement, and accumulation is established by petrology, basin tectonic evolution, trap formation, and hydrocarbon generation from the source rock (Kelly et al., 2000; Middleton et al., 2000). So far, the illite K-Ar and 40Ar/39Ar dating technique hold significant promise in establishing absolute constraints on the

Since the middle of the 1980s, authigenic illite K-Ar dating has been applied to determine the ages of petroleum migration in the North Sea oil fields and Permian gas reservoirs in Northern Germany (Lee et al., 1985; Liewig et al., 1987, 2000; Hamilton et al., 1989). The dating is based on the hypothesis that "illite is commonly the last or one of the latest mineral cements to form prior to hydrocarbon accumulation. Because the displacement of formation water by hydrocarbons will cause silicate diagenesis to cease, K-Ar ages for illite will constrain the timing of this event and also constrain the maximum age of formation of the trap structure" (Hamilton et al., 1989). Wang et al. (1997) investigated oil or gas emplacement The reservoir petrophysics e.g. porosity, permeability, water saturation and hydrocarbon saturation are the most important properties that define and control qualitatively and quantitatively the reservoir performance. The minerals present in the reservoir especially the clay mineral (Moll, 2001) can play the utmost role, which affects both the reservoir capacity and production because the grain size of clay minerals is generally very small and result in very low effective porosity and permeability, thus any presence of clay in a reservoir may have direct consequences on the reservoir properties (Said et al. 2003).

Characteristics of clays that strongly affect their electrical behavior are clay composition, internal structure, the tremendous surface to volume ratios of most clays and the charge imbalance along the surface of clay minerals. All these clay mineral manifestations have an impact upon the interpretative petrophysical parameters by well logging responses. In order to better understand the well logging response for petrophysical analysis, the type of clay minerals must be taken into account in reservoir evaluation, e.g., Potassium presence in the reservoir can increase radiation on Gamma Ray logs. Sometimes, the log response can indicate the hydrocarbon saturation and clay content, e.g., the high resistivity zone of resistivity log corresponds to intervals with low water saturation, a more restricted distribution of diagenetic clay (mainly chlorite) and the low resistivity zone corresponds to intervals with more widely distributed diagenetic clay and variably reduced permeability (Nadeau,2000).

## **3. Traditional clay mineral characterization methods and their applications for conventional oil and gas exploration**

The traditional methods e.g. XRD (X-ray Diffraction), petrographic microscope, XRF (X-ray Fluorescence) and SEM (Scanning Electron Microscopy) have been widely used for clay minerals characterization in conventional siliciclastic and carbonate reservoirs for many years. X-ray diffraction (XRD) is used to provide information on the rock mineral

composition and type of clay minerals and their content. Petrographic microscope can identify the reservoir mineralogy composition, pore types, authigenic clays and cements. Figure 5A illustrates that the Tertiary lacustrine turbidite reservoir in Jiyang Sub-basin of Bohai Bay Basin is mainly composed of quart (Q), K-feldspar (Fs) and calcite based on thin section observation. The secondary porosities include the intergranular and intragranular pores caused by dissolution of kaolinite, feldspar and carbonate cement. Scanning electron microscopy (SEM) provides wide range of information about the morphology, mineral composition, distribution and paragenesis of the neoformed authigenic clay minerals, mechanically infiltrated clays, transformational clays and pedogenic mud aggregates. Since SEM has a very large depth of field, and can thus yield a three-dimensional image useful for understanding the structure of a sample. It will help understand the clay mineralogy and their effect on the porosity, permeability and other reservoir characteristics. Figure 5B shows secondary pores resulted from dissolution of authigenic kaolinite exist in the similar turbidite sandstone reservoir as that in Figure 5A in Jiyang sub-basin based on SEM observation.

Clay Minerals from the Perspective of Oil and Gas Exploration 31

have been found as reservoir rocks through horizontal drilling and hydraulic fracturing. Gas and oil reserves in the tight shales are huge, US Energy Information Administration (EIA) released a major report in 2011 that there exists potential 6,622 trillion cubic feet (Tcf) of gas contained in shales around the world. Despite the commercial importance of shale formations, their physical properties especially porosity, pore-size distributions and clay mineral fabrics are still poorly understood. Porosity measurements in shales are complicated because of the very fine-grained texture, small pore sizes, extremely low permeability, and the strong interaction of water with clay minerals, which are often important component in these rock types. Shales exhibit dual-porosity structure and have a more complex porestructure than the sandstones and limestones. One of the biggest challenges in estimating oil and gas transport and storage properties of shales has been a lack of understanding of clay type, clay content, free-gas content, porosity and their relationships. Brittleness of shale has an impact on proppant embedment and maintaining hydraulic-fracture connectivity to the wellbore. High clay-rich shales usually have low Young's Modulus and, by extension, low brittleness index and difficult to frac. So clay minerals play key role in shale gas and shale

Since shales are really fine and tight, estimating reservoir quality in gas shale requires a thorough understanding of pore structure and pore connectivity. MicroCT is a proven technique to resolve pore parameters with a resolution in the order of 1 micrometer. NanoCT technology has resolution down to 200nm but even that may not be enough for gas shale. Gas shales are known to contain finely-dispersed porous organic matter within an inorganic matrix. The porosity within the organic phase has pore and pore throat dimensions typically below 100 nanometers and even down to just a few nanometers, so new techniques are required to characterize the clay minerals in shales. The recent new clay mineral characterization methods include but not limited to FTIR (Fourier transform infrared spectroscopy), QEMSCAN (Automated Mineralogy and Petrography), FIB

The advancements of special analytical techniques have made significant progress in clay mineral imaging, mineral identification and quantifying by using FEI company's QEMSCAN® , The clay mineral identification and quantification based on the QEMSCAN® EDS spectral analysis method is a reliable alternative to conventional methods. Furthermore, the automated SEM-EDS solution approach provides additional textural information, and the resulting mineral maps can be used to differentiate, in the case of conventional sandstone and unconventional tight shale reservoir rocks, pore linings, from granular mineral alteration products, from intergranular cements, and sedimentary laminations. Figure 6 illustrates QEMSCAN® mineral and texture maps of representative shale samples from China. The Silurian shale (Figure 6A) shows no bedding and has relatively low content of quartz (14.5%) and Cambrian shale (Figure 6B) shows bedding and high content of quartz (62%), dominant clay minerals of two samples are illite and no smectite detected, which indicates that among the two samples the Cambrian shale (Figure 6B) is more easier to frac

to produce gas since it has high brittle quartz content and no expandable smectite.

(Focused Ion Beam), EDS (Energy-dispersive X-ray spectroscopy), etc.

oil exploration.

**Figure 5.** Photomicrography A illustrates secondary pores resulted from dissolution in feldspar (Fs) and kaolinite (K) and some intergranular secondary pores by carbonate cement dissolution based on thin section observation. The sample is from Tertiary lacustrine turbidite sandstone at the depth of 3012m of Well Niu-110; Photomicrograph B is a Scanning Electron Microscope (SEM) image showing secondary pores from dissolution of kaolinite the sample is from Tertiary turbidite sandstone at the depth of 2985.3m from well Niu-35. Both the two wells are both located in in Jiyang Sub-Basin, Bohai Bay Basin, Northeast China.

## **4. New techniques and their applications for unconventional oil and gas exploration**

Over the past decade, interest in shale gas and shale oil reservoirs increased due to commercial success of gas-shale plays in North America. In contrast to conventional oil and gas reservoirs (sandstone and carbonate), these new identified reservoirs typically have very fine-grained rock texture (dominant grain size ≤62.5 μm), low porosity (≤10%) and very low permeabilities (in nanodarcy range). These rocks used to be considered as only source rocks with high organic content (≥ 2% weight fraction Total Organic Carbon, TOC), but now they have been found as reservoir rocks through horizontal drilling and hydraulic fracturing. Gas and oil reserves in the tight shales are huge, US Energy Information Administration (EIA) released a major report in 2011 that there exists potential 6,622 trillion cubic feet (Tcf) of gas contained in shales around the world. Despite the commercial importance of shale formations, their physical properties especially porosity, pore-size distributions and clay mineral fabrics are still poorly understood. Porosity measurements in shales are complicated because of the very fine-grained texture, small pore sizes, extremely low permeability, and the strong interaction of water with clay minerals, which are often important component in these rock types. Shales exhibit dual-porosity structure and have a more complex porestructure than the sandstones and limestones. One of the biggest challenges in estimating oil and gas transport and storage properties of shales has been a lack of understanding of clay type, clay content, free-gas content, porosity and their relationships. Brittleness of shale has an impact on proppant embedment and maintaining hydraulic-fracture connectivity to the wellbore. High clay-rich shales usually have low Young's Modulus and, by extension, low brittleness index and difficult to frac. So clay minerals play key role in shale gas and shale oil exploration.

30 Clay Minerals in Nature – Their Characterization, Modification and Application

composition and type of clay minerals and their content. Petrographic microscope can identify the reservoir mineralogy composition, pore types, authigenic clays and cements. Figure 5A illustrates that the Tertiary lacustrine turbidite reservoir in Jiyang Sub-basin of Bohai Bay Basin is mainly composed of quart (Q), K-feldspar (Fs) and calcite based on thin section observation. The secondary porosities include the intergranular and intragranular pores caused by dissolution of kaolinite, feldspar and carbonate cement. Scanning electron microscopy (SEM) provides wide range of information about the morphology, mineral composition, distribution and paragenesis of the neoformed authigenic clay minerals, mechanically infiltrated clays, transformational clays and pedogenic mud aggregates. Since SEM has a very large depth of field, and can thus yield a three-dimensional image useful for understanding the structure of a sample. It will help understand the clay mineralogy and their effect on the porosity, permeability and other reservoir characteristics. Figure 5B shows secondary pores resulted from dissolution of authigenic kaolinite exist in the similar turbidite sandstone reservoir as that in Figure 5A in Jiyang sub-basin based on SEM observation.

**Figure 5.** Photomicrography A illustrates secondary pores resulted from dissolution in feldspar (Fs) and kaolinite (K) and some intergranular secondary pores by carbonate cement dissolution based on thin section observation. The sample is from Tertiary lacustrine turbidite sandstone at the depth of 3012m of Well Niu-110; Photomicrograph B is a Scanning Electron Microscope (SEM) image showing secondary pores from dissolution of kaolinite the sample is from Tertiary turbidite sandstone at the depth of 2985.3m from well Niu-35. Both the two wells are both located in in Jiyang Sub-Basin, Bohai Bay Basin, Northeast China.

**4. New techniques and their applications for unconventional oil and gas** 

Over the past decade, interest in shale gas and shale oil reservoirs increased due to commercial success of gas-shale plays in North America. In contrast to conventional oil and gas reservoirs (sandstone and carbonate), these new identified reservoirs typically have very fine-grained rock texture (dominant grain size ≤62.5 μm), low porosity (≤10%) and very low permeabilities (in nanodarcy range). These rocks used to be considered as only source rocks with high organic content (≥ 2% weight fraction Total Organic Carbon, TOC), but now they

**exploration** 

Since shales are really fine and tight, estimating reservoir quality in gas shale requires a thorough understanding of pore structure and pore connectivity. MicroCT is a proven technique to resolve pore parameters with a resolution in the order of 1 micrometer. NanoCT technology has resolution down to 200nm but even that may not be enough for gas shale. Gas shales are known to contain finely-dispersed porous organic matter within an inorganic matrix. The porosity within the organic phase has pore and pore throat dimensions typically below 100 nanometers and even down to just a few nanometers, so new techniques are required to characterize the clay minerals in shales. The recent new clay mineral characterization methods include but not limited to FTIR (Fourier transform infrared spectroscopy), QEMSCAN (Automated Mineralogy and Petrography), FIB (Focused Ion Beam), EDS (Energy-dispersive X-ray spectroscopy), etc.

The advancements of special analytical techniques have made significant progress in clay mineral imaging, mineral identification and quantifying by using FEI company's QEMSCAN® , The clay mineral identification and quantification based on the QEMSCAN® EDS spectral analysis method is a reliable alternative to conventional methods. Furthermore, the automated SEM-EDS solution approach provides additional textural information, and the resulting mineral maps can be used to differentiate, in the case of conventional sandstone and unconventional tight shale reservoir rocks, pore linings, from granular mineral alteration products, from intergranular cements, and sedimentary laminations. Figure 6 illustrates QEMSCAN® mineral and texture maps of representative shale samples from China. The Silurian shale (Figure 6A) shows no bedding and has relatively low content of quartz (14.5%) and Cambrian shale (Figure 6B) shows bedding and high content of quartz (62%), dominant clay minerals of two samples are illite and no smectite detected, which indicates that among the two samples the Cambrian shale (Figure 6B) is more easier to frac to produce gas since it has high brittle quartz content and no expandable smectite.

Clay Minerals from the Perspective of Oil and Gas Exploration 33

**Figure 7.** Mineral composition identification based on Scanning Electron Microscope (SEM) and Energy-dispersive X-ray spectroscopy (EDS). The sample is from Silurian shale in Pengshui, Sichuan, China. The upper left and the rest of the slices have the exact same view area under microscope even

**Figure 8.** The FIB/SEM slice of Silurian shale reservoir from East Sichuan Basin, China. The sample

though their scales are different.

depth is 2164.8m below surface.

**Figure 6.** Slices from QEMSCAN showing the rock fabrics and quantitative mineral composition. A is from Silurian shale in Chongqing, China and B is from Cambrian shale in Guizhou, China.

The SEM/EDS has also recently been widely used to study shale reservoirs since SEM has a high resolution and EDS's chemical element analysis can help identify mineral composition precisely through the combination of fabric and chemical composition analysis. Figure 7 illustrate this method to identify that a Silurian shale sample from Sichuan, China is mainly composed of quartze, albite, dolomite, illite, chlorite and kerogen by using the SEM/EDS method.

For the intuitive visualization of the nano-pore network and rock fabric architecture, FIB/SEM is the only technology so far with nanometer resolution in 3 dimensions to reveal the reservoir architecture of broad ion polished shale. The high resolution of a Scanning Electron Microscope (SEM) combined with the precise cutting capability of a Focused Ion Beam (FIB) enables rendering of 3D reconstructions with resolution of a few nanometers (Lemmens et al., 2011). The FIB is capable of removing a controlled amount of material to create a subsequent 2D section parallel and aligned with the previous one, with inter-section spacing of the order of 10nm, and having resolution of a few nanometers in the section plane. Figure 8 is an example of FIB/SEM slice of a Silurian shale reservoir in Sichuan Basin in China, which renders the intra-organic (kerogen) nano-scale pores and illite presence in the kerogen. These nano-scale pores can store huge amount of gas in the basin. In this way, after careful combination of the subsequent slices, a 3D model with nanometers resolution can be obtained. Figure 9 shows an example of 3D reconstruction for a US Paleozoic shale reservoir (Zhang and Klimentidis, 2011).

**Figure 6.** Slices from QEMSCAN showing the rock fabrics and quantitative mineral composition. A is

The SEM/EDS has also recently been widely used to study shale reservoirs since SEM has a high resolution and EDS's chemical element analysis can help identify mineral composition precisely through the combination of fabric and chemical composition analysis. Figure 7 illustrate this method to identify that a Silurian shale sample from Sichuan, China is mainly composed of

For the intuitive visualization of the nano-pore network and rock fabric architecture, FIB/SEM is the only technology so far with nanometer resolution in 3 dimensions to reveal the reservoir architecture of broad ion polished shale. The high resolution of a Scanning Electron Microscope (SEM) combined with the precise cutting capability of a Focused Ion Beam (FIB) enables rendering of 3D reconstructions with resolution of a few nanometers (Lemmens et al., 2011). The FIB is capable of removing a controlled amount of material to create a subsequent 2D section parallel and aligned with the previous one, with inter-section spacing of the order of 10nm, and having resolution of a few nanometers in the section plane. Figure 8 is an example of FIB/SEM slice of a Silurian shale reservoir in Sichuan Basin in China, which renders the intra-organic (kerogen) nano-scale pores and illite presence in the kerogen. These nano-scale pores can store huge amount of gas in the basin. In this way, after careful combination of the subsequent slices, a 3D model with nanometers resolution can be obtained. Figure 9 shows an example of 3D reconstruction for a US Paleozoic shale

from Silurian shale in Chongqing, China and B is from Cambrian shale in Guizhou, China.

quartze, albite, dolomite, illite, chlorite and kerogen by using the SEM/EDS method.

reservoir (Zhang and Klimentidis, 2011).

**Figure 7.** Mineral composition identification based on Scanning Electron Microscope (SEM) and Energy-dispersive X-ray spectroscopy (EDS). The sample is from Silurian shale in Pengshui, Sichuan, China. The upper left and the rest of the slices have the exact same view area under microscope even though their scales are different.

**Figure 8.** The FIB/SEM slice of Silurian shale reservoir from East Sichuan Basin, China. The sample depth is 2164.8m below surface.

Clay Minerals from the Perspective of Oil and Gas Exploration 35

For clay minerals in source rocks, they are important for quality evaluation of the hydrocarbon generation, expulsion and migration. Clay minerals help concentrate organic matter by adsorption and subsequently act as catalyst to generate petroleum. The transformation of montmorillonite to illite and increasing ordering of I/S can indicate the hydrocarbon

For clay minerals in reservoir rocks, their presence has an important impact upon reservoir properties such as porosity and permeability and upon those measured physical data that are used to evaluate reservoir quality. Geologists use clay minerals information to decipher the burial diagenetic process and reveal the pore type and pore evolution. Even though they are usually considered to be detrimental to reservoir quality because they can plug pore throats and can be easily compacted, other diagenetic processes may enhance porosity through the forming of secondary porosity through providing porosity by clay dissolution, creating micropores in clays and coating of chlorite on grains to prevent quartz cementation. The recent emerging shale oil and gas exploration requires state-of-art imaging and characterization techniques to study the application of clay minerals in the exploration of this unconventional resource. The modern innovative QEMSCAN® and FIB/SEM/EDS have been playing key roles in the identification and quantitative characterization of clay minerals, which help define the best brittle reservoir interval and avoid exploration failure

Bloch, S., R. H. Lander, and L. M. Bonnell, 2002, Anomalously high porosity and permeability in deeply buried sandstone reservoirs: Origin and predictability: AAPG

Brooks, B.T., 1952, Evidence of Catalytic Action in Petroleum Formation Ind. Eng. Chem., 44

Brown, A., 1997, Porosity variation in carbonates as a function of depth: Mississippian Madison Group, Williston Basin, in J.A. Kupecz, J. Gluyas, and S. Bloch, eds., Reservoir

Burst, Jr.,J.F.,1959, Post diagenetic clay mineral environmental relationships in the Gulf

quality prediction in sandstones and carbonates: AAPG Memoir 69, p. 29--46. Bruce, C. H., 1984, Smectite dehydration--Its relation to structural development and hydrocarbon accumulation in northern Gulf of Mexico: Amer. Assoc. Petrol. Geol, Bull.

generation and expulsion events.

**Author details** 

**6. References** 

Bulletin, v. 86, p. 301–328.

(11), pp 2570–2577

68, 673-683.

Shu Jiang

by choosing the compatible drilling and hydraulic fluids.

Coast Eocene. Clays & Clay Minerals, 6, 327-341.

*Energy & Geoscience Institute, University of Utah, Salt Lake City, USA* 

**Figure 9.** 3D reconstruction of a US Paleozoic shale core sample from a series of FIB/SEM imaging slices (from S. Zhang and R.E. Klimentidis, 2011). The red rectangle area with about 200nm in width shows the nano-pores developed in the kerogen.

#### **5. Summary**

The clay minerals are important compositions in source rocks and reservoir rocks that can generate and store oil and gas respectively. The presence of clay minerals strongly influences the physical and chemical properties of conventional sandstone, carbonate and unconventional shale.

Regionally, the clay minerals can be used to interpret and understand such perspectives as the basin evolution on tectonics, sedimentation, burial and thermal history, to infer the sedimentary environment and to correlate strata, etc.

For clay minerals in source rocks, they are important for quality evaluation of the hydrocarbon generation, expulsion and migration. Clay minerals help concentrate organic matter by adsorption and subsequently act as catalyst to generate petroleum. The transformation of montmorillonite to illite and increasing ordering of I/S can indicate the hydrocarbon generation and expulsion events.

For clay minerals in reservoir rocks, their presence has an important impact upon reservoir properties such as porosity and permeability and upon those measured physical data that are used to evaluate reservoir quality. Geologists use clay minerals information to decipher the burial diagenetic process and reveal the pore type and pore evolution. Even though they are usually considered to be detrimental to reservoir quality because they can plug pore throats and can be easily compacted, other diagenetic processes may enhance porosity through the forming of secondary porosity through providing porosity by clay dissolution, creating micropores in clays and coating of chlorite on grains to prevent quartz cementation.

The recent emerging shale oil and gas exploration requires state-of-art imaging and characterization techniques to study the application of clay minerals in the exploration of this unconventional resource. The modern innovative QEMSCAN® and FIB/SEM/EDS have been playing key roles in the identification and quantitative characterization of clay minerals, which help define the best brittle reservoir interval and avoid exploration failure by choosing the compatible drilling and hydraulic fluids.

## **Author details**

34 Clay Minerals in Nature – Their Characterization, Modification and Application

**Figure 9.** 3D reconstruction of a US Paleozoic shale core sample from a series of FIB/SEM imaging slices (from S. Zhang and R.E. Klimentidis, 2011). The red rectangle area with about 200nm in width shows

The clay minerals are important compositions in source rocks and reservoir rocks that can generate and store oil and gas respectively. The presence of clay minerals strongly influences the physical and chemical properties of conventional sandstone, carbonate and

Regionally, the clay minerals can be used to interpret and understand such perspectives as the basin evolution on tectonics, sedimentation, burial and thermal history, to infer the

the nano-pores developed in the kerogen.

sedimentary environment and to correlate strata, etc.

**5. Summary** 

unconventional shale.

Shu Jiang *Energy & Geoscience Institute, University of Utah, Salt Lake City, USA* 

## **6. References**

Bloch, S., R. H. Lander, and L. M. Bonnell, 2002, Anomalously high porosity and permeability in deeply buried sandstone reservoirs: Origin and predictability: AAPG Bulletin, v. 86, p. 301–328.

	- Burtner and Warner,1986, relationship between illite/smectite diagenesis and hydrocarbon generation in lower cretaceous Mowry and skull creek shales of the Northern rocky mountain area, Clays and Clay Minerals. Vol. 34, No. 4, 390-402,

Clay Minerals from the Perspective of Oil and Gas Exploration 37

Middleton, D., J. Parnell, P. Carey, and G. Xu, 2000, Reconstruction of fluid migration history in northwest Ireland using fluid inclusion studies. Journal of Geochemical

Moll, W.F., Jr., 2001, Baseline studies of the clay minerals society source clays: Geological

Nadeau,P.H., 2000, The Sleipner Effect: a subtle relationship between the distribution of diagenetic clay,reservoir porosity, permeability, and water saturation. Clay Minerals,

Powers, M.C.,1957, Adjustment of clays to chemical change and the concept of the equivalence level: Clays & Clay Minerals, Proceedings of the Sixth National Conference,

Powers, M. C. 1967, Fluid-release mechanisms in compacting marine mudrocks and their

Said, A., Abdallah, M. and Alaa E., 2003, Application of well logs to assess the effect of clay minerals on the petrophysical parameters of Lower Cretaceous Reservoirs, North Sinai,

Schoonmaker, J., Machenzie, F.T. and Speed, R.C., 1986, Tectinic implications of illite smectite diagenesis, Barbados Accretionary Prism. Clays and Clay Minerals. 34 (4):465-

Taylor, T. R., R. Stancliffe, C. I. Macaulay, and L. A. Hathon, 2004, High temperature quartz cementation and the timing of hydrocarbon accumulation in the Jurassic Norphlet Sandstone, offshore Gulf of Mexico, U.S.A., in J. M. Cubit, W. A. England, and S. Larter, eds., Understanding petroleum reservoirs: Towards an integrated reservoir engineering and geochemical approach: Geological Society (London) Special Publication 237, p. 257–

Tissot, B.P. and Welte, D.H., 1984, Petroleum; Natural gas; Geochemical prospecting;

Waples, D. W., 1980, Time and temperature in petroleum formation: Application of Lopatin's method to petroleum exploration. Amer. Assoc. Petrol. Geol. Bull. 64, 916-926. Wang, F. Y., P. He, S. C. Zhang, M. J. Zhao, and J. J. Lei, 1997, The K-Ar isotopic dating of authigenic illites and timing of hydrocarbon fluid emplacement in sandstone reservoir:

Weaver, C.E., 1960, Possible uses of clay minerals in search for oil. Bull. Am. Assoc. Petrol.

Webb,J.E.,1974, Relation of Oil Migration to Secondary Clay Cementation, Cretaceous

Yariv, S., 1976, Organophilic pores as proposed primary migration media for hydrocarbons

Geology; Prospecting, Springer-Verlag (Berlin and New York) , 699P

Sandstone, Wyoming AAPG Bulletin, v. 58, p. 2245-2249

importance in oil exploration. Am. Assoc. Petrol. Geol. Bull. 51: 1240, 54

Pettijohn, F.J., 1975, Sedimentary Rocks, 3rd Edition: New York, Harper & Row, 628 p. Pollastro, R.M., 1993, Considerations and applications of the illite/smectite geothermometer in hydrocarbon-bearing rocks of Miocene to Mississippian age. Clay and Clay Minerals,

Exploration, v. 69, p. 673 677

35, 185-200

309-326.

472

278.

Vol.41, No.2, 119-133.

origin. Clays and Clay Minerals, V. 49, pp. 374–380.

Egypt. EGS Journal, V. 1, No. 1, pp. 117-127.

Geological Review, v. 43, p. 540 546.

in argillaceous rocks. Clay Sci. 5: 19-29

Geologists 44, 1505-1518.


Middleton, D., J. Parnell, P. Carey, and G. Xu, 2000, Reconstruction of fluid migration history in northwest Ireland using fluid inclusion studies. Journal of Geochemical Exploration, v. 69, p. 673 677

36 Clay Minerals in Nature – Their Characterization, Modification and Application

mountain area, Clays and Clay Minerals. Vol. 34, No. 4, 390-402,

vermiculite. Clays and Clay Minerals, v. 50, no.1, p. 82-98

in Sedimentary Petrology: New York, Wiley, p. 541–569.

reservoirs. Clay Minerals, v. 24, p. 215 231

Sedimentary Petrology, v. 44, p. 1269–1274.

Exploration & Exploitation. 28(4): 207-222

Soc. Amer. Bull. 87, 725-737.

pp. 1-11

Assoc. Petroleum Geologists Bull., v. 31, no. 8, p. 1491-1499.

Burtner and Warner,1986, relationship between illite/smectite diagenesis and hydrocarbon generation in lower cretaceous Mowry and skull creek shales of the Northern rocky

Drits, V.A., Lindgreen, H., Sakharov, B.A., et al., 2002, Tobelitization of smectite during oil generation in oil-source shales. Application to north sea illite-tobelite-smectite-

Foscolos, A. E., Powell, T. G., & Gunther, P. R., 1976, The use of clay minerals and inorganic and organic geochemical indicators for evaluating the degree of diagenesis and oil

Griffin, G.M., 1971, Interpretation of X-ray diffraction data, in Carver, R.E., ed., Procedures

Grim, R. E., 1947, Relation of clay mineralogy to origin and recovery of petroleum: Am.

Hamilton, P. J., S. Kelley, and A. E. Fallick, 1989, K-Ar dating of illite in hydrocarbon

Heald, M. T., and R. E., Larese, 1974, Influence of coatings on quartz cementation: Journal of

Hoffman, J. and Hower, J.,1979, Clay mineral assemblages as low grade metamorphic geothermometers: Application to the thrust faulted disturbed belt of Montana: in Aspects of Diagenesis, P. A. Scholle and P. S. Schluger, eds., SEPM Spec. Publ. 26, 55-79. Hower, J., Eslinger, E. V., Hower, M. E., and Perry, E. A., 1976, Mechanism ofburial metamorphism ofargillaceous sediment: Mineralogical and chemical evidence: GeoL

Jiang, S., Wang, H., Cai, D.,et al., 2010, The secondary porosity and permeability characteristics of Tertiary strata and their origins, Liaodong Bay Basin, China. Energy,

Jiang, S., Wang, H., Cai, D., et al., 2011, Characteristics of the Tan-Lu Strike-Slip Fault and Its Controls on Hydrocarbon. Accumulation in the Liaodong Bay Sub-Basin, Bohai Bay Basin, China. Advances in Petroleum Exploration and Development. Vol. 2, No. 2, 2011,

Kelly, J., J. Parnell, and H. H. Chen, 2000, Application of fluid inclusions to studies of fractured sandstone reservoirs. Journal of Geochemical Exploration, v. 69, p. 705 709. Lee, M., J. L. Aronson, and S. M. Savin, 1985, K/Ar dating of time of gas emplacement in

Legate, C. E. and Johns, W. D.,1964, Gas-chromatographic examination of several systems from clay minerals and organic materials: Beitr. Mineral Petroyraphie. 10, 60-69. Lemmens, H.J., Butcher, A.R. and Botha, P.W.S.K., 2011, FIB/SEM and SEM/EDX: a new

Liewig, N., N. Clauer, and F. Sommer, 1987, Rb-Sr and K-Ar dating of clay diagenesis in Jurassic sandstone oil reservoir, North Sea. AAPG Bulletin, v. 71, p. 1467 1474. Leiwig, N. and Clauer,N. 2000, K-Ar dating of varied microtextural illite in Permian gas

Rotliegendes sandstone, Netherlands. AAPG Bulletin, v. 69, p. 1381 1385.

dawn for the SEM in the core lab? Petrophysics, 62 (6):452-456

reservoirs, northern Germany. Clay Minerals, 35, 271-281

generating potential of shales. Geochirn. Cosrnochirn. Acta, 40, 953-966.

	- Young, A., McIver, R. D., 1977, Distribution of hydrocarbons between oils and associated fine-grained sedimentary rocksPhysical chemistry applied to petroleum geology. Am. Assoc. Petrol. Geol. Bull. 61: 14 07-36

**Chapter 3** 

© 2012 Davarcioglu, licensee InTech. This is an open access chapter distributed under the terms of the Creative Commons Attribution License (http://creativecommons.org/licenses/by/3.0), which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.

© 2012 Davarcioglu, licensee InTech. This is a paper distributed under the terms of the Creative Commons Attribution License (http://creativecommons.org/licenses/by/3.0), which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.

**Kolsuz-Ulukisla-Nigde Clays, Central Anatolian** 

Clays are naturally occurring, fine-grained minerals under surface conditions mostly as alteration products with distinct crystal structures. They may show plastic behavior when mixed with sufficient water and become stiff when dried or cooked. They, having different physical properties, occur in three modes: (I) surface clays that may be old or very young sedimentary formations, as suggested by the name, they occur near surface, (II) shales that have been subjected to pressures to become rigid and layered due to various reasons (e.g., tectonic or subsidence-related), and (III) fire clays that are mined out from deeper sites comparing to the other two and they behave refractory and include less impurities thus they

Some clay minerals having large surface area, high ion exchange capacity and molecular grid properties have been pioneered for the development of many new products (Falaras et al., 2000). Clay-organic complex structures have been a research subject particularly since 1930's. Results of these researches made benefical contribution to the process of expanding their use in diverse areas (Smith, 1934). Besides, progresses in analytical techniques that made possible to determine mineralogical and chemical compositions of the clays

Clay minerals are formed as a result of changes in temperature, pressure, geochemical, and physical conditions (Murray, 1999). Although clay minerals could be resulted from weathering, sedimentation, burial, diagenesis and hydrothermal alteration processes in general, occurrence of monomineralic clay deposits is scant. Even in an ordinary clay sample, several clay species could occur together. Clay minerals can be categorized in 4 subgroups in natural environments: (I) kaolinite group, (II) smectite group, (III) illite group,

**Region – Turkey and Petroleum Exploration** 

Burhan Davarcioglu

http://dx.doi.org/10.5772/48286

**1. Introduction** 

Additional information is available at the end of the chapter

are physically and chemically more uniform.

appreciably expedited this process.

and (IV) chlorite group (Murray, 1991).


## **Kolsuz-Ulukisla-Nigde Clays, Central Anatolian Region – Turkey and Petroleum Exploration**

Burhan Davarcioglu

38 Clay Minerals in Nature – Their Characterization, Modification and Application

Assoc. Petrol. Geol. Bull. 61: 14 07-36

laser stepwise heating, AAPG Bull, 94: 759-771

Geochemical Exploration, 89(1-3), 455-459.

Young, A., McIver, R. D., 1977, Distribution of hydrocarbons between oils and associated fine-grained sedimentary rocksPhysical chemistry applied to petroleum geology. Am.

Yun J B, Shi H S, Zhu J Z, et al., 2010, Dating petroleum emplacement by illite 40Ar/39Ar

Zeng, J. and Yu, C.,2006, Hydrocarbon migration along the Shengbei fault zone in the Bohai Bay basin, China: The evidence from geochemistry and fluid inclusions. Journal of

Zhang, S. and Klimentidis, R.E., 2011, porosity and permeability analysis on Nanoscale fibsem 3d imaging of shale rock, Society of Core Analysis Meeting, SCA2011-30, 1-12

Additional information is available at the end of the chapter

http://dx.doi.org/10.5772/48286

## **1. Introduction**

Clays are naturally occurring, fine-grained minerals under surface conditions mostly as alteration products with distinct crystal structures. They may show plastic behavior when mixed with sufficient water and become stiff when dried or cooked. They, having different physical properties, occur in three modes: (I) surface clays that may be old or very young sedimentary formations, as suggested by the name, they occur near surface, (II) shales that have been subjected to pressures to become rigid and layered due to various reasons (e.g., tectonic or subsidence-related), and (III) fire clays that are mined out from deeper sites comparing to the other two and they behave refractory and include less impurities thus they are physically and chemically more uniform.

Some clay minerals having large surface area, high ion exchange capacity and molecular grid properties have been pioneered for the development of many new products (Falaras et al., 2000). Clay-organic complex structures have been a research subject particularly since 1930's. Results of these researches made benefical contribution to the process of expanding their use in diverse areas (Smith, 1934). Besides, progresses in analytical techniques that made possible to determine mineralogical and chemical compositions of the clays appreciably expedited this process.

Clay minerals are formed as a result of changes in temperature, pressure, geochemical, and physical conditions (Murray, 1999). Although clay minerals could be resulted from weathering, sedimentation, burial, diagenesis and hydrothermal alteration processes in general, occurrence of monomineralic clay deposits is scant. Even in an ordinary clay sample, several clay species could occur together. Clay minerals can be categorized in 4 subgroups in natural environments: (I) kaolinite group, (II) smectite group, (III) illite group, and (IV) chlorite group (Murray, 1991).

© 2012 Davarcioglu, licensee InTech. This is an open access chapter distributed under the terms of the Creative Commons Attribution License (http://creativecommons.org/licenses/by/3.0), which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited. © 2012 Davarcioglu, licensee InTech. This is a paper distributed under the terms of the Creative Commons Attribution License (http://creativecommons.org/licenses/by/3.0), which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.

The relationship between heat and pressure with the formation of clay minerals and its consequence on the formation of petroleum has been an imperative subject for research past 40 years (Perry and Hower, 1970; Dypvik, 1983). In the recent years one of the methods in the petroleum explorations is organic maturation and the other is clay mineral diagenesis. In both the clay mineral diagenesis and the organic maturation, clay minerals show structural changes with the changing temperature, which reveals the degree of metamorphism. The principal factors including pressure, temperature, depth and burial that are efficient during the conversion of the clay minerals and hydrocarbon formation and primary migration can be explained through clay mineral diagenesis and organic maturation (Dunoyer de Segonzag, 1970; Dypvik, 1983).

Kolsuz-Ulukisla-Nigde Clays, Central Anatolian Region – Turkey and Petroleum Exploration 41

**Figure 1.** Generalized geological map of the Kolsuz-Ulukisla region and its around (adapted from

through spectral analysis of structural changes occurring in clay minerals.

of the environment raises. Water expulsion takes place at fairly steady and regular temperature. Some of the layers start losing water at 50-60 °C through 300 °C. About 70-80% of the water is expelled between 120-160 °C that corresponds to the formation of petroleum. This study suggests that results acquired from the organic maturation can be obtained

One of the geological studies in the Kolsuz area (Ulukisla-Nigde, Central Anatolian) deals with the clay profiles. In this study, using columnar sections and local observations,

Kayali et al., 2005).

Clay mineral characterization could be carried out employing spectroscopic methods for various purposes in the geological sciences (Heroux et al., 1979). In the literature, there is a voluminous research on determination of clay mineral chemistry using diverse techniques. Today, one of the most preferred methods is the FTIR (Fourier Transform Infrared) Spectroscopy. There is a significant increase in number of studies using this method dealing with the clay characterization in Turkey (Akyuz and Akyuz, 2003; Davarcioglu et al., 2005; Davarcioglu and Kayali, 2007; Davarcioglu et al., 2007; Davarcioglu and Ciftci, 2009). One of such studies is on the quantitative and qualitative characterization of Central Anatolian clay deposits and diatomites by employing the spectroscopic methods (Kayali et al., 2005; Davarcioglu et al., 2008; Davarcioglu, 2009). The Central Anatolia is one of the richest in occurrence of clay deposits in the world. Therefore, investigation of these deposits, their quantitative and qualitative characterization is highly important.

In the XRD measurements, characteristic peak of glycol-saturated montmorillonite is 17 A peak (Cradwick and Wilson, 1972). As it disappears, mineralogical conversion of montmorillonite to illite becomes evident. As a consequence of chemical reactions depending on increasing depth and temperature, increase of Al and decrease of Si in montmorillonite's tetrahedral sheet results in changes in structure and by taking-up K ions available in the environment due to feldspar alteration, montmorillonite converts to illite (Weaver, 1960; Suchy et al., 2007). Expelled water as result of this change results in an increase in salinity of connate water already present in shale. Mg, Si and Ca ions, products of such conversion, could form minerals like calcite and dolomite facilitated by increasing temperature and these new minerals deposit within shale. This in turn results in a decrease in porosity and permeability and an increase in density (Bishop et al., 2002; Dunoyer de Segonzag, 1970).

Montmorillonite, being very sensitive clay mineral to temperature and depth, play an important role in both oil formation and its migration. As a result of reactions occurring in association with increasing temperature and depth, montmorillonite converts to illite losing its structural water (smectite converts to illite in alkaline environment). This conversion occurs at about 2500-4500 m burial depth and at 100 °C. In this process, K contents of pore waters show increase. Organic matter requires H ions to become hydrocarbon. H ions facilitate structural break-down (so-called cracking) of hydrocarbons with large organic molecules to smaller ones. During the loss of water from montmorillonite, H ion concentration

quantitative and qualitative characterization is highly important.

Segonzag, 1970; Dypvik, 1983).

Segonzag, 1970).

The relationship between heat and pressure with the formation of clay minerals and its consequence on the formation of petroleum has been an imperative subject for research past 40 years (Perry and Hower, 1970; Dypvik, 1983). In the recent years one of the methods in the petroleum explorations is organic maturation and the other is clay mineral diagenesis. In both the clay mineral diagenesis and the organic maturation, clay minerals show structural changes with the changing temperature, which reveals the degree of metamorphism. The principal factors including pressure, temperature, depth and burial that are efficient during the conversion of the clay minerals and hydrocarbon formation and primary migration can be explained through clay mineral diagenesis and organic maturation (Dunoyer de

Clay mineral characterization could be carried out employing spectroscopic methods for various purposes in the geological sciences (Heroux et al., 1979). In the literature, there is a voluminous research on determination of clay mineral chemistry using diverse techniques. Today, one of the most preferred methods is the FTIR (Fourier Transform Infrared) Spectroscopy. There is a significant increase in number of studies using this method dealing with the clay characterization in Turkey (Akyuz and Akyuz, 2003; Davarcioglu et al., 2005; Davarcioglu and Kayali, 2007; Davarcioglu et al., 2007; Davarcioglu and Ciftci, 2009). One of such studies is on the quantitative and qualitative characterization of Central Anatolian clay deposits and diatomites by employing the spectroscopic methods (Kayali et al., 2005; Davarcioglu et al., 2008; Davarcioglu, 2009). The Central Anatolia is one of the richest in occurrence of clay deposits in the world. Therefore, investigation of these deposits, their

In the XRD measurements, characteristic peak of glycol-saturated montmorillonite is 17 A peak (Cradwick and Wilson, 1972). As it disappears, mineralogical conversion of montmorillonite to illite becomes evident. As a consequence of chemical reactions depending on increasing depth and temperature, increase of Al and decrease of Si in montmorillonite's tetrahedral sheet results in changes in structure and by taking-up K ions available in the environment due to feldspar alteration, montmorillonite converts to illite (Weaver, 1960; Suchy et al., 2007). Expelled water as result of this change results in an increase in salinity of connate water already present in shale. Mg, Si and Ca ions, products of such conversion, could form minerals like calcite and dolomite facilitated by increasing temperature and these new minerals deposit within shale. This in turn results in a decrease in porosity and permeability and an increase in density (Bishop et al., 2002; Dunoyer de

Montmorillonite, being very sensitive clay mineral to temperature and depth, play an important role in both oil formation and its migration. As a result of reactions occurring in association with increasing temperature and depth, montmorillonite converts to illite losing its structural water (smectite converts to illite in alkaline environment). This conversion occurs at about 2500-4500 m burial depth and at 100 °C. In this process, K contents of pore waters show increase. Organic matter requires H ions to become hydrocarbon. H ions facilitate structural break-down (so-called cracking) of hydrocarbons with large organic molecules to smaller ones. During the loss of water from montmorillonite, H ion concentration

**Figure 1.** Generalized geological map of the Kolsuz-Ulukisla region and its around (adapted from Kayali et al., 2005).

of the environment raises. Water expulsion takes place at fairly steady and regular temperature. Some of the layers start losing water at 50-60 °C through 300 °C. About 70-80% of the water is expelled between 120-160 °C that corresponds to the formation of petroleum. This study suggests that results acquired from the organic maturation can be obtained through spectral analysis of structural changes occurring in clay minerals.

One of the geological studies in the Kolsuz area (Ulukisla-Nigde, Central Anatolian) deals with the clay profiles. In this study, using columnar sections and local observations,

distribution of clay horizons and their lithostratigraphic relations were investigated (Oktay, 1982). On the other hand, sedimentological, mineralogical and chemical properties of the clays of the same area were studied in depth later by Gurel (1999). The Kizilbayir Formation outcropping in the north of Ulukisla basin is the key formation due to its association with the clay occurrences. The formation starts with gravel-bearing red-green clays at the base, progressing upward, large-scale cross-bedded conglomerate, sandstone with clay intercalations occur and conglomerate with mudstone interbeds dominate towards the top (Demirtasli et al., 1986). Thickness of the formation in the area ranged from 10 to 250 m.

Kolsuz-Ulukisla-Nigde Clays, Central Anatolian Region – Turkey and Petroleum Exploration 43

**Figure 2.** Generalized litostratigraphic columnar section of the Kolsuz-Ulukisla region (adapted from

spectrophotometer (Department of Physics, METU, Ankara-Turkey) was used for the IR spectral measurements of these samples with standard natural clay and the spectra were recorded over the range of 5000-370 cm-1 (% transmission versus cm-1). Before taking the spectra measurements of the samples, spectrophotometer was calibrated with polystryrenes

The infrared spectra of the illite (IMt-1; Silver Hill, Montana, USA), illite-smectite mixed layer (ISMt-1; Mancos Shale, Ord.), montmorillonite (SCa-3; Otay, San Diego Country California, USA), Ca-montmorillonite (STx; Gonzales Country, Texas, USA), Namontmorillonite (SWy-1; Crook Country, Wyoming, USA), kaolinite (KGa-1; Washington Country, Georgia, USA), chlorite (ripidolite, CCa-1; Flagstaff Hill, El Dorato Country, California, USA), and palygorskite (PFI; Gadsden Country, Florida, USA) known as standard natural clay minerals ("The World Source Clay Minerals") were taken (Table 1), and then the spectra of anhydrite, gypsum, and mixtures of the illite+quartz+feldspar,

Along with XRD (X-ray powder diffraction) analysis, the functional groups in the clay minerals structures could only be determined through the FTIR spectra. Therefore,

quartz+feldspar have been taken for the analyses of subject samples.

Kayali et al., 2005).

and silicate oxide of thickness 0.05 nm.

However, no comprehensive study on the qualitative and the quantitative characteristics of the clays occurring in this area was available to date. Thus, this study aims to investigate clays of the area using the spectroscopic method and observed structural changes in the clay structures were interpreted in terms of petroleum formation and their possible use in petroleum exploration in the area.

## **2. Experimental**

## **2.1. Preparation of samples**

A combined profile representing the constructed profiles chosen for this and nearby area was shown in Figure 1. The clay samples were taken from three different levels shown in the litostratigraphic columnar section of a selected locality in the Kolsuz-Ulukisla region (Figure 2). The samples taken from lower level, middle level and upper level labeled as (Kk1), (Kk2), and (Kk3), respectively. Initially about 1 kg of samples were collected, and 20-40 g splits were prepared for further analyses. Samples were heated at 110 °C for 24 hours and crushed to powder and screened using an 80 mesh sieve. Clay fractions were prepared following the procedure including removal of carbonates, sulfates and organic matter by dissolving, through washing to acquire stable suspension, and siphoning (to acquire the clay fraction - <2 micron) (Brown, 1961; Gundogdu, 1982).

In general, the clay minerals contain significant amount of water. Conversely, they contain less alkaline and alkaline earth elements. Absorption bands due to the water molecules occupy large spectral fields, the ones critical for identification of clay minerals. Thus in order to minimize this undesired overlap, samples for the FTIR measurements were prepared through clay concentration without employing a centrifuge. However for the chemical analyses, samples were analyzed as bulk sample without concentrating for clay fraction. Organic matter was removed through boiling in H2O2 solution and then samples were dried in an oven at 110 °C for 24 hours.

#### **2.2. FTIR measurements**

Samples collected from the study area were prepared applying the disc technique (mixing ~1 mg clay sample with ~200 mg KBr) and put in molds. These intimate mixtures were then pressed at very high pressure (10 tons per cm2) to obtain the transparent discs, which were then placed in the sample compartment. Bruken Equinox 55 Fourier transform FTIR

petroleum exploration in the area.

**2.1. Preparation of samples** 

<2 micron) (Brown, 1961; Gundogdu, 1982).

in an oven at 110 °C for 24 hours.

**2.2. FTIR measurements** 

**2. Experimental** 

distribution of clay horizons and their lithostratigraphic relations were investigated (Oktay, 1982). On the other hand, sedimentological, mineralogical and chemical properties of the clays of the same area were studied in depth later by Gurel (1999). The Kizilbayir Formation outcropping in the north of Ulukisla basin is the key formation due to its association with the clay occurrences. The formation starts with gravel-bearing red-green clays at the base, progressing upward, large-scale cross-bedded conglomerate, sandstone with clay intercalations occur and conglomerate with mudstone interbeds dominate towards the top (Demirtasli et al., 1986). Thickness of the formation in the area ranged from 10 to 250 m.

However, no comprehensive study on the qualitative and the quantitative characteristics of the clays occurring in this area was available to date. Thus, this study aims to investigate clays of the area using the spectroscopic method and observed structural changes in the clay structures were interpreted in terms of petroleum formation and their possible use in

A combined profile representing the constructed profiles chosen for this and nearby area was shown in Figure 1. The clay samples were taken from three different levels shown in the litostratigraphic columnar section of a selected locality in the Kolsuz-Ulukisla region (Figure 2). The samples taken from lower level, middle level and upper level labeled as (Kk1), (Kk2), and (Kk3), respectively. Initially about 1 kg of samples were collected, and 20-40 g splits were prepared for further analyses. Samples were heated at 110 °C for 24 hours and crushed to powder and screened using an 80 mesh sieve. Clay fractions were prepared following the procedure including removal of carbonates, sulfates and organic matter by dissolving, through washing to acquire stable suspension, and siphoning (to acquire the clay fraction -

In general, the clay minerals contain significant amount of water. Conversely, they contain less alkaline and alkaline earth elements. Absorption bands due to the water molecules occupy large spectral fields, the ones critical for identification of clay minerals. Thus in order to minimize this undesired overlap, samples for the FTIR measurements were prepared through clay concentration without employing a centrifuge. However for the chemical analyses, samples were analyzed as bulk sample without concentrating for clay fraction. Organic matter was removed through boiling in H2O2 solution and then samples were dried

Samples collected from the study area were prepared applying the disc technique (mixing ~1 mg clay sample with ~200 mg KBr) and put in molds. These intimate mixtures were then pressed at very high pressure (10 tons per cm2) to obtain the transparent discs, which were then placed in the sample compartment. Bruken Equinox 55 Fourier transform FTIR

**Figure 2.** Generalized litostratigraphic columnar section of the Kolsuz-Ulukisla region (adapted from Kayali et al., 2005).

spectrophotometer (Department of Physics, METU, Ankara-Turkey) was used for the IR spectral measurements of these samples with standard natural clay and the spectra were recorded over the range of 5000-370 cm-1 (% transmission versus cm-1). Before taking the spectra measurements of the samples, spectrophotometer was calibrated with polystryrenes and silicate oxide of thickness 0.05 nm.

The infrared spectra of the illite (IMt-1; Silver Hill, Montana, USA), illite-smectite mixed layer (ISMt-1; Mancos Shale, Ord.), montmorillonite (SCa-3; Otay, San Diego Country California, USA), Ca-montmorillonite (STx; Gonzales Country, Texas, USA), Namontmorillonite (SWy-1; Crook Country, Wyoming, USA), kaolinite (KGa-1; Washington Country, Georgia, USA), chlorite (ripidolite, CCa-1; Flagstaff Hill, El Dorato Country, California, USA), and palygorskite (PFI; Gadsden Country, Florida, USA) known as standard natural clay minerals ("The World Source Clay Minerals") were taken (Table 1), and then the spectra of anhydrite, gypsum, and mixtures of the illite+quartz+feldspar, quartz+feldspar have been taken for the analyses of subject samples.

Along with XRD (X-ray powder diffraction) analysis, the functional groups in the clay minerals structures could only be determined through the FTIR spectra. Therefore,

qualitative and quantitative analysis of the minerals by employing the FTIR spectroscopy is very important and promising.

Kolsuz-Ulukisla-Nigde Clays, Central Anatolian Region – Turkey and Petroleum Exploration 45

SiO2, Al2O3, and CaO. Main cause of these enrichments was due to ascending briny and carbonated waters through capillary actions and precipitation due to transpiration in arid and semi-arid regions. On the other hand, aluminum enrichment could be due to presence of either other aluminum silicates (such as K-feldspars) or Al3+ being in the clay structures.

**Lower part (Kk1) Middle part (Kk2) Upper part (Kk3)** 

XRD measurements were employed to determine the mineral phases included in the same samples (Siemens D-5000 Diffract AT V 3.1 diffractometer, CuKα radiation λ=1.54056 A and 0.03 steps; General Directorate of Mineral Research and Exploration laboratories-MTA, Ankara-Turkey). According to the XRD measurements (Figures 3 and 4), subject clays are found to be composed of abundant chlorite (45%), illite (32%), quartz (20%), smectite (3%), feldspar, calcite, and trace quantities of palygorskite and Fe-oxide minerals. In the Kk1 lower part of the clay profile (Figure 2), amount of quartz tend to decrease while smectite, illite and chlorite show significant increase. Whereas at the top of the Kk1, just opposite of

**Figure 3.** XRD pattern of the clay samples belonging to the lower level (Kk1) of Kolsuz-Ulukisla clays

(Q=quartz, F=feldspar, I=illite, ML=mixed layer clay, C=chlorite, S=smectite).

SiO2 46.50 48.57 49.12 TiO2 0.66 0.76 0.47 Al2O3 12.74 13.97 9.46 Fe2O3 7.28 8.10 4.24 MnO 0.14 0.14 0.15 MgO 4.68 5.09 2.90 CaO 9.37 6.94 15.04 Na2O 0.96 1.10 1.72 K2O 2.31 2.64 1.65 Cr2O3 0.028 0.027 0.029 P2O5 0.06 0.15 0.10

this abundance trend was observed and palygorskite was totally absent.

**Table 2.** Major oxide composition of the studied profile (in %).


**Table 1.** Fundamental vibration frequencies of standard natural clays (I=illite, ISmML=illite-smectite mixed layer, Na-mont=Na-montmorillonite, C=chlorite, P=palygorskite).

A second treatment was employed only to the clay sample taken from the lower level (Kk1) to see whether there is a change in the structure of the samples or not due to FTIR spectrum measurements. For this procedure, HCl, bicarbonate (Na2CO3), and sodiumdithonit (Na2S2O4), and sodiumstrate (Na3C6H5O7) liquids were added to the sample to remove carbonates (mainly calcite and dolomite), amorphous materials and manganese oxides, which were expected to be present. This mixture was treated in an oven at 120 °C for 24 hours and washed using ethyl alcohol until complete removal of those unwanted components was achieved. The FTIR spectrum of the precipitate was then taken.

## **3. Chemical and minerological analyses**

The chemical analyses of the Kolsuz-Ulukisla clay samples (dried in an oven at 110 °C for 24 hours) were carried out at the ACME-Canada laboratories by means of XRF-ICP (X-ray fluorescence spectrometry-Inductively Coupled Plasma) technique. Major oxide composition of the samples representing the lower, middle and upper parts of the profile was given in Table 2. These data suggest that the clays of the region are essentially rich in SiO2, Al2O3, and CaO. Main cause of these enrichments was due to ascending briny and carbonated waters through capillary actions and precipitation due to transpiration in arid and semi-arid regions. On the other hand, aluminum enrichment could be due to presence of either other aluminum silicates (such as K-feldspars) or Al3+ being in the clay structures.


**Table 2.** Major oxide composition of the studied profile (in %).

44 Clay Minerals in Nature – Their Characterization, Modification and Application

very important and promising.

qualitative and quantitative analysis of the minerals by employing the FTIR spectroscopy is

**Table 1.** Fundamental vibration frequencies of standard natural clays (I=illite, ISmML=illite-smectite

components was achieved. The FTIR spectrum of the precipitate was then taken.

A second treatment was employed only to the clay sample taken from the lower level (Kk1) to see whether there is a change in the structure of the samples or not due to FTIR spectrum measurements. For this procedure, HCl, bicarbonate (Na2CO3), and sodiumdithonit (Na2S2O4), and sodiumstrate (Na3C6H5O7) liquids were added to the sample to remove carbonates (mainly calcite and dolomite), amorphous materials and manganese oxides, which were expected to be present. This mixture was treated in an oven at 120 °C for 24 hours and washed using ethyl alcohol until complete removal of those unwanted

The chemical analyses of the Kolsuz-Ulukisla clay samples (dried in an oven at 110 °C for 24 hours) were carried out at the ACME-Canada laboratories by means of XRF-ICP (X-ray fluorescence spectrometry-Inductively Coupled Plasma) technique. Major oxide composition of the samples representing the lower, middle and upper parts of the profile was given in Table 2. These data suggest that the clays of the region are essentially rich in

mixed layer, Na-mont=Na-montmorillonite, C=chlorite, P=palygorskite).

**3. Chemical and minerological analyses** 

XRD measurements were employed to determine the mineral phases included in the same samples (Siemens D-5000 Diffract AT V 3.1 diffractometer, CuKα radiation λ=1.54056 A and 0.03 steps; General Directorate of Mineral Research and Exploration laboratories-MTA, Ankara-Turkey). According to the XRD measurements (Figures 3 and 4), subject clays are found to be composed of abundant chlorite (45%), illite (32%), quartz (20%), smectite (3%), feldspar, calcite, and trace quantities of palygorskite and Fe-oxide minerals. In the Kk1 lower part of the clay profile (Figure 2), amount of quartz tend to decrease while smectite, illite and chlorite show significant increase. Whereas at the top of the Kk1, just opposite of this abundance trend was observed and palygorskite was totally absent.

**Figure 3.** XRD pattern of the clay samples belonging to the lower level (Kk1) of Kolsuz-Ulukisla clays (Q=quartz, F=feldspar, I=illite, ML=mixed layer clay, C=chlorite, S=smectite).

Kolsuz-Ulukisla-Nigde Clays, Central Anatolian Region – Turkey and Petroleum Exploration 47

In the recent years, one of the methods used in petroleum explorations is organic maturation and the other diagenesis of clay minerals. Results acquired through the first approach could be attained using the second method. Fundamental nature of the second approach can be explained as follow: clays that immature or recently deposited may contain smectite (montmorillonite), illite and kaolinite depending on the source area. With subsidence, these minerals lose their water content and are subjected to mineralogical transformations. Smectite converts to illite within the range of oil formation temperature (60-150 °C) (Weaver, 1960; Dunoyer de Segonzag, 1970). When the upper limit of this range was approached, kaolinite and illite convert to mica, if ferromagnesian minerals are available in the environment; these minerals transform to chlorite instead (Figure 6). Consequently, clays can give an idea about be the degree of maturation of a sample of interest. For the fields where oil explorations are carried out, clays can be used to answer following questions: (I) which layers has source rock potential, their regional coverage and relationship with the paleogeography, (II) source rocks occurring what part and depth of the basin and which time interval have enough maturation, (III) when and how the oil migration occurred, (IV) the relationship with oil formation and oil migration (Hunt, 1995). However, time and duration plays an important role in this process accompanying the mineralogical

Mineralogical changes of the clay minerals are closely related to the temperature and water chemistry of the environment. Thus, they reflect better and more precise transformation temperature (paleotemperature) of the clay minerals. Reflectance degree of vitrinite, a major organic component of coals, shows increase with increasing degree of metamorphism (Teichmuller, 1987). In diagenesis stage, reflectance degree of vitrinite is 5%. In this stage, organic matter is not mature enough to produce oil and the second stage is catagenesis (boundary is 2%). While oil formation takes place between 0.7% and 1.3%, wet gas occurs between 1.3% and 2%. Lower boundary of metagenesis is 4%, under which metamorphism

During diagenesis and metamorphism, mineralogical changes occurring in the clay structures give extent of such events of the sedimentary rocks. Structural characteristics and parameters of the clay minerals are not unique for all depositional environments. However, depositional environments are characteristic to formation of certain clay minerals. Major parameters of sedimentary environment including pressure, temperature, subsidence, time, proton-electron concentration and metal-ion concentration greatly affect the clay mineral structures (Bozkaya and Yalcin, 1996). Most of the petroleum source rocks contain various clay minerals. Source rock properties like porosity and permeability vary depending on

In the study area, the Kolsuz clays are loosely cemented with calcite, silica and Fe-oxides. Gravels are of various origins including sandstone, greywacke, claystone, limestone, marl, volcanics, granodiorite, gabbro, quartzite, chert, and serpentinite (Kayali et al., 2005). Petrographic investigations on thin-sections of 12 samples from the Kizilbayir Formation

variety, abundance and distribution of the clay minerals (Bayar et al., 1987).

**4. Petroleum formation** 

transformations.

starts (Bozkaya and Yalcin, 1996).

**Figure 4.** XRD patterns of the clay samples from the lower level (Kk2) and the upper level (Kk3) of Kolsuz-Ulukisla clays (Q=quartz, F=feldspar, I=illite, ML=mixed layer clay, C=chlorite, S=smectite).

DTA (Differantial Thermal Analysis) and TGA (Thermogravimetric Analysis) measurements have been carried out for the determinations of the thermal behaviour of the clay samples (Figure 5). Measurement were carried out in the MTA Labs (Ankara-Turkey) using a Rigaku Thermal Analyzer Ver. 2.22EZ (SN#39421). Here smectite peak falls in the same field with the one of chlorite. Minute endothermic peak of smectite occurs in between ~100-250 °C, and second endothermic peak appears at ~700 °C and shallow endothermic/exothermic peak is observed at ~800-900 °C. Best observed endothermic peak of chlorite in the DTA-grams is the one observed between 500-600 °C. This peak may shift toward ~700 °C due to the iron content. Subsequently this peak may fall in the same interval with smectite's peak at ~700 °C. Chlorite's exothermic peak occurs at 750 °C (Kok, 2006; Kok and Smykatz-Kloss, 2009; Yener et al., 2007).

**Figure 5.** DTA-TGA measurements of the Kolsuz-Ulukisla clays.

## **4. Petroleum formation**

46 Clay Minerals in Nature – Their Characterization, Modification and Application

and Smykatz-Kloss, 2009; Yener et al., 2007).

**Figure 5.** DTA-TGA measurements of the Kolsuz-Ulukisla clays.

**Figure 4.** XRD patterns of the clay samples from the lower level (Kk2) and the upper level (Kk3) of Kolsuz-Ulukisla clays (Q=quartz, F=feldspar, I=illite, ML=mixed layer clay, C=chlorite, S=smectite).

DTA (Differantial Thermal Analysis) and TGA (Thermogravimetric Analysis) measurements have been carried out for the determinations of the thermal behaviour of the clay samples (Figure 5). Measurement were carried out in the MTA Labs (Ankara-Turkey) using a Rigaku Thermal Analyzer Ver. 2.22EZ (SN#39421). Here smectite peak falls in the same field with the one of chlorite. Minute endothermic peak of smectite occurs in between ~100-250 °C, and second endothermic peak appears at ~700 °C and shallow endothermic/exothermic peak is observed at ~800-900 °C. Best observed endothermic peak of chlorite in the DTA-grams is the one observed between 500-600 °C. This peak may shift toward ~700 °C due to the iron content. Subsequently this peak may fall in the same interval with smectite's peak at ~700 °C. Chlorite's exothermic peak occurs at 750 °C (Kok, 2006; Kok In the recent years, one of the methods used in petroleum explorations is organic maturation and the other diagenesis of clay minerals. Results acquired through the first approach could be attained using the second method. Fundamental nature of the second approach can be explained as follow: clays that immature or recently deposited may contain smectite (montmorillonite), illite and kaolinite depending on the source area. With subsidence, these minerals lose their water content and are subjected to mineralogical transformations. Smectite converts to illite within the range of oil formation temperature (60-150 °C) (Weaver, 1960; Dunoyer de Segonzag, 1970). When the upper limit of this range was approached, kaolinite and illite convert to mica, if ferromagnesian minerals are available in the environment; these minerals transform to chlorite instead (Figure 6). Consequently, clays can give an idea about be the degree of maturation of a sample of interest. For the fields where oil explorations are carried out, clays can be used to answer following questions: (I) which layers has source rock potential, their regional coverage and relationship with the paleogeography, (II) source rocks occurring what part and depth of the basin and which time interval have enough maturation, (III) when and how the oil migration occurred, (IV) the relationship with oil formation and oil migration (Hunt, 1995). However, time and duration plays an important role in this process accompanying the mineralogical transformations.

Mineralogical changes of the clay minerals are closely related to the temperature and water chemistry of the environment. Thus, they reflect better and more precise transformation temperature (paleotemperature) of the clay minerals. Reflectance degree of vitrinite, a major organic component of coals, shows increase with increasing degree of metamorphism (Teichmuller, 1987). In diagenesis stage, reflectance degree of vitrinite is 5%. In this stage, organic matter is not mature enough to produce oil and the second stage is catagenesis (boundary is 2%). While oil formation takes place between 0.7% and 1.3%, wet gas occurs between 1.3% and 2%. Lower boundary of metagenesis is 4%, under which metamorphism starts (Bozkaya and Yalcin, 1996).

During diagenesis and metamorphism, mineralogical changes occurring in the clay structures give extent of such events of the sedimentary rocks. Structural characteristics and parameters of the clay minerals are not unique for all depositional environments. However, depositional environments are characteristic to formation of certain clay minerals. Major parameters of sedimentary environment including pressure, temperature, subsidence, time, proton-electron concentration and metal-ion concentration greatly affect the clay mineral structures (Bozkaya and Yalcin, 1996). Most of the petroleum source rocks contain various clay minerals. Source rock properties like porosity and permeability vary depending on variety, abundance and distribution of the clay minerals (Bayar et al., 1987).

In the study area, the Kolsuz clays are loosely cemented with calcite, silica and Fe-oxides. Gravels are of various origins including sandstone, greywacke, claystone, limestone, marl, volcanics, granodiorite, gabbro, quartzite, chert, and serpentinite (Kayali et al., 2005). Petrographic investigations on thin-sections of 12 samples from the Kizilbayir Formation

Kolsuz-Ulukisla-Nigde Clays, Central Anatolian Region – Turkey and Petroleum Exploration 49

spectra of the samples taken from lower level (Kk1), middle level (Kk2), and upper level (Kk3) of Kolsuz-Ulukisla (Turkey) clay profile are given in Figures 7 through 9, respectively. Interpretation of the observed vibrational bands in these samples were carried out by comparing with those found in the world clay standards with known fundamental vibration frequencies for illite, illite-smectite mixed layer, Na-montmorillonite, chlorite (ripidolite),

palygorskite (Table 1) and the other clay standards. Results are listed in Table 3.

**Figure 7.** FTIR spectrum of the clay sample taken from the lower level (Kk1) of Kolsuz-Ulukisla.

**Figure 8.** FTIR spectrum of the clay sample taken from the middle level (Kk2) of Kolsuz-Ulukisla.

minerals.

As seen from Table 3, all of the samples belonging to the lower, middle, and upper levels of Kolsuz-Ulukisla (Turkey) clay profiles Kk1, Kk2, and Kk3, respectively, include illite, illitesmectite mixed layer, Na-montmorillonite, chlorite, palygorskite, calcite, feldspar and quartz

The FTIR spectrum of the sample representing (as summarized in FTIR measurements) lower level (Kk1) of Kolsuz-Ulukisla profile has been taken to see effects of the heat treatments on the structure of the subject samples (Figure 10). The assignments of the vibration frequencies of this spectrum were carried out following the same procedure

**Figure 6.** Diagenesis of clay minerals and oil formation zones in terms of temperature (adapted Weaver, 1960; Suchy et al., 2007).

indicated prevalent presence of feldspars, quartz, calcite, lithic fragments of volcanic, magmatic and metamorphic rocks, of carbonates (e.g., limestone and marl) and clastic sedimentary rocks (e.g., sandstone, claystone and greywacke) cemented chiefly by calcium carbonate (Gurel 1999; Kayali et al., 2005).

#### **5. Results and discussions**

The clay samples were taken from three different levels shown in the litostratigraphic columnar section of a selected locality in the Kolsuz-Ulukisla region (Figure 2). The FTIR spectra of the samples taken from lower level (Kk1), middle level (Kk2), and upper level (Kk3) of Kolsuz-Ulukisla (Turkey) clay profile are given in Figures 7 through 9, respectively. Interpretation of the observed vibrational bands in these samples were carried out by comparing with those found in the world clay standards with known fundamental vibration frequencies for illite, illite-smectite mixed layer, Na-montmorillonite, chlorite (ripidolite), palygorskite (Table 1) and the other clay standards. Results are listed in Table 3.

48 Clay Minerals in Nature – Their Characterization, Modification and Application

**Figure 6.** Diagenesis of clay minerals and oil formation zones in terms of temperature (adapted Weaver,

indicated prevalent presence of feldspars, quartz, calcite, lithic fragments of volcanic, magmatic and metamorphic rocks, of carbonates (e.g., limestone and marl) and clastic sedimentary rocks (e.g., sandstone, claystone and greywacke) cemented chiefly by calcium

The clay samples were taken from three different levels shown in the litostratigraphic columnar section of a selected locality in the Kolsuz-Ulukisla region (Figure 2). The FTIR

1960; Suchy et al., 2007).

carbonate (Gurel 1999; Kayali et al., 2005).

**5. Results and discussions** 

**Figure 7.** FTIR spectrum of the clay sample taken from the lower level (Kk1) of Kolsuz-Ulukisla.

**Figure 8.** FTIR spectrum of the clay sample taken from the middle level (Kk2) of Kolsuz-Ulukisla.

As seen from Table 3, all of the samples belonging to the lower, middle, and upper levels of Kolsuz-Ulukisla (Turkey) clay profiles Kk1, Kk2, and Kk3, respectively, include illite, illitesmectite mixed layer, Na-montmorillonite, chlorite, palygorskite, calcite, feldspar and quartz minerals.

The FTIR spectrum of the sample representing (as summarized in FTIR measurements) lower level (Kk1) of Kolsuz-Ulukisla profile has been taken to see effects of the heat treatments on the structure of the subject samples (Figure 10). The assignments of the vibration frequencies of this spectrum were carried out following the same procedure

Kolsuz-Ulukisla-Nigde Clays, Central Anatolian Region – Turkey and Petroleum Exploration 51

**Figure 10.** FTIR spectrum of the clay sample Kk1 after thermal treatment.

after thermal treatment.

**Table 4.** Results of the FTIR spectrum analyses of the clay sample (Kk1) from Kolsuz-Ulukisla (Turkey)

Only (Si-O) strecthing at 988 cm-1 among the vibrational frequencies of chlorite at 3660, 988, 819, 543, and 441 cm-1 was not observed after the thermal treatment. This is because that the organic molecules are forced into silicate layers during the thermal treatment. XRD data acquired from preheated sample (Kk1) between 350-550 °C, indicated that chlorite and illite peaks were not shifted but smectite peak was shifted towards 10 A. In the same sample, kaolinite should also be present, beacuse the 7 A peak dissappears at 550 °C. Based on FTIR and XRD (even at slow scan) measurements, kaolinite was never observed. Thus we conclude that Kk1 does not include any kaolinite. The (OH) stretching vibrations of quartz at 798, 788 and 697 cm-1 and (OH) stretching vibration of calcite at 2515 cm-1 remain the same after the heat treatment. As a result from FTIR analysis, we can say that the framework

**Figure 9.** FTIR spectrum of the clay sample taken from the upper level (Kk3) of Kolsuz-Ulukisla.


**Table 3.** FTIR spectrum analysis results of Kolsuz-Ulukisla clay samples Kk1, Kk2, and Kk3 belonging to lower, middle, and upper levels, respectively.

applied to the spectra of the other samples and the results are given in Table 4. When results listed in Table 4 interpreted with the one in Table 3, it can be seen that the sample, Kk1, is composed of illite, calcite, chlorite, feldspar and quartz. Band assigned as vibrational frequencies for Na-montmorillonite and palygorskite were not observed after the thermal treatment. However, for illite at 916 and 833 cm-1 (Al-Mg-OH) deformation and at 525 and 470 cm-1 (O-Si-O) bending frequency bands were observed after the thermal treatment. This bands are resulted due to re-arrangement of Al and Mg atoms within the crystal structure during the thermal treatment (Bishop et al., 2002).

**Figure 10.** FTIR spectrum of the clay sample Kk1 after thermal treatment.

**Figure 9.** FTIR spectrum of the clay sample taken from the upper level (Kk3) of Kolsuz-Ulukisla.

**Table 3.** FTIR spectrum analysis results of Kolsuz-Ulukisla clay samples Kk1, Kk2, and Kk3 belonging

applied to the spectra of the other samples and the results are given in Table 4. When results listed in Table 4 interpreted with the one in Table 3, it can be seen that the sample, Kk1, is composed of illite, calcite, chlorite, feldspar and quartz. Band assigned as vibrational frequencies for Na-montmorillonite and palygorskite were not observed after the thermal treatment. However, for illite at 916 and 833 cm-1 (Al-Mg-OH) deformation and at 525 and 470 cm-1 (O-Si-O) bending frequency bands were observed after the thermal treatment. This bands are resulted due to re-arrangement of Al and Mg atoms within the crystal structure

to lower, middle, and upper levels, respectively.

during the thermal treatment (Bishop et al., 2002).


**Table 4.** Results of the FTIR spectrum analyses of the clay sample (Kk1) from Kolsuz-Ulukisla (Turkey) after thermal treatment.

Only (Si-O) strecthing at 988 cm-1 among the vibrational frequencies of chlorite at 3660, 988, 819, 543, and 441 cm-1 was not observed after the thermal treatment. This is because that the organic molecules are forced into silicate layers during the thermal treatment. XRD data acquired from preheated sample (Kk1) between 350-550 °C, indicated that chlorite and illite peaks were not shifted but smectite peak was shifted towards 10 A. In the same sample, kaolinite should also be present, beacuse the 7 A peak dissappears at 550 °C. Based on FTIR and XRD (even at slow scan) measurements, kaolinite was never observed. Thus we conclude that Kk1 does not include any kaolinite. The (OH) stretching vibrations of quartz at 798, 788 and 697 cm-1 and (OH) stretching vibration of calcite at 2515 cm-1 remain the same after the heat treatment. As a result from FTIR analysis, we can say that the framework

of silicate (T-O-T) structures of Kolsuz-Ulukisla-Nigde (Turkey) clay minerals samples has not been destroyed.

Kolsuz-Ulukisla-Nigde Clays, Central Anatolian Region – Turkey and Petroleum Exploration 53

Bayar M, Turkay E, Gumrah, F (1987). Formation of clay with water injection in increasing oil production to investigate the effects of experimental. Proceedings of 3rd National Clay Symposium. Turkmenoglu and Akiman (ed.), September 21-27, 287-299, Ankara,

Bishop J, Madejova P, Komadel P, Froschl H (2002). The influence of structural Fe, Al and Mg on the infrared OH bands in spectra of dioctahedral smectites. Clay Minerals. 37(4):

Bozkaya O, Yalcin H (1996). Diagenesis-Metamorphic transition the methods used to

Brown G (1961). The X-ray Identification and Crystal Structures of Clay Minerals.

Cradwick PD, Wilson, MJ (1972). Calculated X-ray diffraction profiles for interstratified

Davarcioglu B, Gurel A, Kayali, R (2005). Investigation of Central Anatolia region Nigde-Dikilitas (Turkey) clays by FT-IR spectroscopy. Proceedings of 12th National Clay Symposium. Yakupoglu, Aclan and Kose (ed.), September 5-9, 63-72, Van, Turkey. Davarcioglu B, Kayali R (2007). Investigation of Central Anatolia Aksaray-Guzelyurt region kaolinitic clays by FT-IR spectroscopy. Journal of Faculty Engineering-Architecture

Davarcioglu B, Gurel A, Kayali R (2007). Investigation of Eastern Black Sea Rize-Findikli-Camlihemsin region clays by FTIR spectroscopy. 6th International Industrial Minerals Symposium. Kemal, Batar, Kaya and Seyrenkaya (ed.), February 1-3, 87-95, Izmir,

Davarcioglu B, Kayali R, Gurel A (2008). FT-IR spectroscopic study of Arapli-Yesilhisar-Kayseri clays from Central Anatolia region. Journal of Clay Science and Technology.

Davarcioglu B, Ciftci E (2009). Investigation of Central Anatolian clays by FTIR spectroscopy (Arapli-Yesilhisar-Kayseri, Turkey). International Journal of Natural and Engineering

Davarcioglu B (2009). Investigation of eastern black sea region clays by FTIR spectroscopy (Rize-Findikli-Camlihemsin, Turkey). Colloquium Spectroscopium Internationale

Demirtasli E, Bilgin AZ, Erenler F, Isiklar S, Sanli DY, Selim M (1986). The general geology of the basin with the Eregli-Ulukisla Bolkardaglari. Report of MTA-Turkey. No: 8097,

Dunoyer de Segonzac G (1970). The transformation of clay minerals during diagenesis and

Dypvik H (1983). Clay mineral transformations in Tertiary and Mesozoic sediments from North Sea. American Association of Petroleum Geologists Bulletin. 67(1): 160-165. Falaras P, Lezou F, Seiragakis G, Petrakis D (2000). Bleaching properties of alumina-pillared

Farmer VC, Russell JD (1964). The infrared spectra of layer silicates. Spectrochimica Acta.

XXXVI. August 30-September 3, Book of Abstract, 74, Budapest, Hungary.

low-grade metamorphism: a review. Sedimentology. 15(1-2): 281-346.

acid-activated montmorillonite. Clays and Clay Minerals. 48(5): 549-556.

determine. Journal of Engineering Geology-Turkey. 49: 1-22.

kaolinite-montmorillonite. Clay Minerals. 9(5):395-405.

Selcuk University. 22(1-2): 49-58.

Mineralogical Society (Clay Minerals Group), London, pp. 543.

Turkey.

607-616.

Turkey.

pp. 54.

20(7): 1149-1173.

1(3): 163-173.

Sciences. 3(3): 154-161.

Before the thermal treatment, in Kk1 and Kk3 samples, palygorskite's only bands including (water-OH) scissoring vibrational bands at 1731 and 1673 cm-1 (Frost et al., 2001), OH deformation bands at 905 cm-1 and (O-Si-O) bending vibration band at 468 cm-1 were observed. While illite's (OH) stretching vibrational band appears as shoulder at 3680 cm-1 in Kk3 clay samples, despite (O-Si-O) bending vibration band at 468 cm-1 observed in Kk1 and Kk3 samples was assigned as belonged to palygorskite, it could belong to Namontmorillonite's (O-Si-O) bending vibration band. Similarly, vibration band observed at 3680 cm-1 in Kk3 sample was assigned as (OH) stretching vibration band, it belongs to inner-layer OH, (Al-O...H) stretching band (Farmer and Russell, 1964). In samples Kk1 and Kk3, when bands assigned at 3622, 920, 805, 620, and 468 cm-1 were evaluated altogether; they appear well-matched with fundamental vibration bands of Na-montmorillonite standard. But vibration band at 920 cm-1 of the Na-montmorillonite standard clay was observed at 917 cm-1 in Kk3 sample.

## **6. Conclusions**


## **Author details**

Burhan Davarcioglu *Department of Physics, Faculty of Arts and Sciences, Aksaray University, Aksaray, Turkey* 

## **Acknowledgement**

We would like to thank Turkish Scientific and Technological Research Council (TUBITAK-Turkey) for the financial support (project code: CAYDAG 2005-101Y067). Professor Dr. Cigdem Ercelebi (Department of Physics, Middle East Technical University, Turkey) is also gratefully appreciated for the FTIR.

## **7. References**

Akyuz S, Akyuz T (2003). FT-IR spectroscopic investigation of adsorption of pyrimidine on sepiolite and montmorillonite from Anatolia. Journal of Inclusion Phenomena and Macrocylic Chemistry. 46(1): 51-55.

Bayar M, Turkay E, Gumrah, F (1987). Formation of clay with water injection in increasing oil production to investigate the effects of experimental. Proceedings of 3rd National Clay Symposium. Turkmenoglu and Akiman (ed.), September 21-27, 287-299, Ankara, Turkey.

52 Clay Minerals in Nature – Their Characterization, Modification and Application

not been destroyed.

observed at 917 cm-1 in Kk3 sample.

**6. Conclusions** 

XRD and the FTIR.

certain clay species.

**Author details** 

Burhan Davarcioglu

**Acknowledgement** 

**7. References** 

gratefully appreciated for the FTIR.

Macrocylic Chemistry. 46(1): 51-55.

of silicate (T-O-T) structures of Kolsuz-Ulukisla-Nigde (Turkey) clay minerals samples has

Before the thermal treatment, in Kk1 and Kk3 samples, palygorskite's only bands including (water-OH) scissoring vibrational bands at 1731 and 1673 cm-1 (Frost et al., 2001), OH deformation bands at 905 cm-1 and (O-Si-O) bending vibration band at 468 cm-1 were observed. While illite's (OH) stretching vibrational band appears as shoulder at 3680 cm-1 in Kk3 clay samples, despite (O-Si-O) bending vibration band at 468 cm-1 observed in Kk1 and Kk3 samples was assigned as belonged to palygorskite, it could belong to Namontmorillonite's (O-Si-O) bending vibration band. Similarly, vibration band observed at 3680 cm-1 in Kk3 sample was assigned as (OH) stretching vibration band, it belongs to inner-layer OH, (Al-O...H) stretching band (Farmer and Russell, 1964). In samples Kk1 and Kk3, when bands assigned at 3622, 920, 805, 620, and 468 cm-1 were evaluated altogether; they appear well-matched with fundamental vibration bands of Na-montmorillonite standard. But vibration band at 920 cm-1 of the Na-montmorillonite standard clay was

1. Clay minerals of selected profiles in Nigde-Ulukisla area were determined both by the

4. Findings are evaluated with the known data for depth-temperature-clay mineral

5. Study area has potential to produce hydrocarbons as indicated by the presence of

We would like to thank Turkish Scientific and Technological Research Council (TUBITAK-Turkey) for the financial support (project code: CAYDAG 2005-101Y067). Professor Dr. Cigdem Ercelebi (Department of Physics, Middle East Technical University, Turkey) is also

Akyuz S, Akyuz T (2003). FT-IR spectroscopic investigation of adsorption of pyrimidine on sepiolite and montmorillonite from Anatolia. Journal of Inclusion Phenomena and

2. Structural evaluation of these clay varieties was carried using the FTIR spectra.

*Department of Physics, Faculty of Arts and Sciences, Aksaray University, Aksaray, Turkey* 

3. Structural changes could be determined effeciently by the FTIR.

transformations during burial processies in sedimentary basins.


Frost RL, Locos OB, Ruan H, Kloprogge JT (2001). Near-infrared and mid-infrared spectroscopic study of sepiolites and palygorskites. Vibrational Spectroscopy. 27(1-2): 1- 13.

**Chapter 4** 

© 2012 Lázár and Máthé, licensee InTech. This is an open access chapter distributed under the terms of the Creative Commons Attribution License (http://creativecommons.org/licenses/by/3.0), which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.

© 2012 Lázár and Máthé, licensee InTech. This is a paper distributed under the terms of the Creative Commons Attribution License (http://creativecommons.org/licenses/by/3.0), which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.

**Claystone as a Potential Host Rock** 

Nuclear energy is widely used for production of electricity. There are several advantages of this type of generation of electric power, but severe drawbacks also emerge. These difficulties should be eliminated for appropriate large-scale utilization. One of these difficulties is the formation of long life-time isotopes during the nuclear reactions (fission and capture of neutrons). The life-time of some of these products reaches even the 105-106 year range. There are procedures, by which these long life time isotopes can be extracted or eliminated (reprocessing and transmutation), but finally, some isotopes are still remaining

The reliable and safe deposition of these products should be elaborated. The long-term geological disposal is considered as a suitable option for the isolation of these isotopes from the biosphere during their long life-time. Properties of various types of host rocks were evaluated from this aspect, crystalline (granitic), clayey or even salt types among them.

The clayey host rocks exhibit some andvantages in this respect, namely they may have significant capacity for sorption and ion exhange, both processes considerably may retard the migration of dangerous components. Some of these formations have been characterised in very details – even underground laboratories were established in them for their in situ characterisation (Callovo-Oxfordian formation in France, Opalinus Clay in Switzerland, and

The issue is about to be also addressed in Hungary. C.a. 40 % of electricity is procuded in a nuclear power plant since the 1980's. A significant amount of collected spent fuel has been stored in temporary repositories since then. The procedure for final deposition should be

elaborated and implemented within the next 20 – 30 years.

with significantly decreased activity with life-times in ca. thousand years range.

**for Nuclear Waste Storage** 

Additional information is available at the end of the chapter

Károly Lázár and Zoltán Máthé

http://dx.doi.org/10.5772/48123

**1. Introduction** 

Boom Clay in Belgium).


**Chapter 4** 

## **Claystone as a Potential Host Rock for Nuclear Waste Storage**

Károly Lázár and Zoltán Máthé

Additional information is available at the end of the chapter

http://dx.doi.org/10.5772/48123

## **1. Introduction**

54 Clay Minerals in Nature – Their Characterization, Modification and Application

13.

pp. 386.

2128-2144.

York, pp. 745.

1001Y067), pp. 137.

91(2): 565-568.

Minerals. 18(3): 165-177.

Ltd., London, pp. 308.

395.

49.

Frost RL, Locos OB, Ruan H, Kloprogge JT (2001). Near-infrared and mid-infrared spectroscopic study of sepiolites and palygorskites. Vibrational Spectroscopy. 27(1-2): 1-

Gundogdu MN (1982). Investigation of Geological, Mineralogical and Geochemical of Bigadic Cretaceous Sedimentary Neogene. PhD Thesis, Hacettepe University (Turkey),

Gurel A (1999). Determination of sedimentalogical, mineralogical and chemical properties of Ulukisla-Kolsuz area (Nigde-Turkey). Proceedings of 9th National Clay Symposium.

Heroux Y, Chagnon A, Bertrand R (1979). Compilation and correlation of major thermal maturation indicators. American Association of Petroleum Geologists Bulletin. 63(12):

Hunt JM (1995). Petroleum geochemistry and geology. W.H. Freeman and Company, New

Kayali R, Gurel A, Davarcioglu B, Ciftci E (2005). Determination of qualitative and quantitative properties of industrial raw materials clays and diatomites in Central Anatolia by spectroscopic methods. TUBITAK-Turkey (project code: YDABCAG-

Kok MV (2006). Effect of clay on crude oil combustion by thermal analysis techniques.

Kok MV, Smykatz-Kloss W (2008). Characterization, correlation and kinetics of dolomite samples as outlined by thermal methods. Journal of Thermal Analysis and Calorimetry.

Murray HH (1991) Overview-clay mineral applications. Applied Clay Science. 5(5-6): 379-

Murray HH (1999). Applied clay mineralogy today and tomorrow. Clay Minerals. 34(1): 39-

Oktay FY (1982). Stratigraphy and geological evolution of Ulukisla and its surroundings.

Perry G, Hower J (1970). Burial diagenesis in Gulf Coast pelitic sediments. Clays and Clay

Smith CR (1934). Base exchange reactions of bentonite and salts of organic bases. Journal of

Suchy V, Sykorova I, Melka K, Filip J, Machovic V (2007). Illite 'crystallinity', maturation of organic matter and microstructural development associated with lowest-grade metamorphism of Neoproterozoic sediments in the Tepla-Barrandian unit, Czech

Teichmuller M (1987). Organic material and very low-grade metamorphism. In Low Temperature Metamorphism. Frey M (ed.), Blackie, Glasgow and London, pp. 161. Weaver CE (1960). Possible uses of clay minerals in search for oil. Bulletin of American

Wilson MJ (1987). A Handbook of Determinative Methods in Clay Mineralogy. Blackie-Son

Yener N, Onal M, Ustunsk G, Sarikaya Y (2007). Thermal behavior of a mineral mixture of sepiolite and dolomite. Journal of Thermal Analysis and Calorimetry. 88(3): 813-817.

Yeniyol, Ongen and Ustaomer (ed.), September 15-18, Istanbul, Turkey.

Journal of Thermal Analysis and Calorimetry. 84(2): 361-366.

Geological Bulletin of Turkey. 25(1): 15-24.

the American Chemical Society. 56: 1561-1563.

Association of Petroleum Geologists. 44(9): 1505-1518.

Republic. Clay Minerals. 42(4): 503-526.

Nuclear energy is widely used for production of electricity. There are several advantages of this type of generation of electric power, but severe drawbacks also emerge. These difficulties should be eliminated for appropriate large-scale utilization. One of these difficulties is the formation of long life-time isotopes during the nuclear reactions (fission and capture of neutrons). The life-time of some of these products reaches even the 105-106 year range. There are procedures, by which these long life time isotopes can be extracted or eliminated (reprocessing and transmutation), but finally, some isotopes are still remaining with significantly decreased activity with life-times in ca. thousand years range.

The reliable and safe deposition of these products should be elaborated. The long-term geological disposal is considered as a suitable option for the isolation of these isotopes from the biosphere during their long life-time. Properties of various types of host rocks were evaluated from this aspect, crystalline (granitic), clayey or even salt types among them.

The clayey host rocks exhibit some andvantages in this respect, namely they may have significant capacity for sorption and ion exhange, both processes considerably may retard the migration of dangerous components. Some of these formations have been characterised in very details – even underground laboratories were established in them for their in situ characterisation (Callovo-Oxfordian formation in France, Opalinus Clay in Switzerland, and Boom Clay in Belgium).

The issue is about to be also addressed in Hungary. C.a. 40 % of electricity is procuded in a nuclear power plant since the 1980's. A significant amount of collected spent fuel has been stored in temporary repositories since then. The procedure for final deposition should be elaborated and implemented within the next 20 – 30 years.

© 2012 Lázár and Máthé, licensee InTech. This is an open access chapter distributed under the terms of the Creative Commons Attribution License (http://creativecommons.org/licenses/by/3.0), which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited. © 2012 Lázár and Máthé, licensee InTech. This is a paper distributed under the terms of the Creative Commons Attribution License (http://creativecommons.org/licenses/by/3.0), which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.

A preliminary screening had been performed, the Boda Claystone Formation has emerged as a potential media for deposition. This formation is an extensive one – samples collected from different parts of it have been characterised. An underground research facility had even been established in it in a depth of 1050 m from 1994 – 1999. A detailed characterization of the formation has been performed based on the data collected from results of measurements performed in this facility.

Claystone as a Potential Host Rock for Nuclear Waste Storage 57

natural 0.6 – 0.8 per cent in the ores. The rest of the fuel is 238U (both isotopes in oxide form). The fission of the heavy U nucleus results in formation of two novel nuclei, and a few neutrons are also emitted which may propagate the process. A small difference exists between the masses of the starting and final products. The corresponding energy equivalent of this difference is the generated heat in the final gross balance. A variety of nuclei are produced in the fission, a number of them is instable and will be stabilized in later processes by emitting or radiation. There are several instable nuclei among these fission products which have considerably long half life-time (Table 1.) Further on, in the nuclear reactors not only fission but capture of neutrons may also proceed. For instance 238U may capture one neutron and the with simultaneous radiation 239Np forms. This nucleus is also instable and emits one electron by forming 239Pu. This pruduct is still instable but is has a much longer life-time. Plutonium can also be used as a reactor fuel, but for splitting of 239Pu nuclei other

> Isotope Half-time Rel % energy 106 year keV 99Tc 0.211 6.1 292 93Zr 1.53 5.4 90 135Cs 2.3 6.9 210 129I 15.7 0.8 198

A large variety of other short half life-time isotopes are also formed, they influence the working conditions of the reactor. After a certain period of the usage (3-4 years) the fuel rods are removed from the reactor. They can be stored afterwards without any further utilization. They are highly radiating, a great amount of heat is still generated in them (without exposed them to neutron irradiation). Thus, after operation they are usually kept in a water pool, then in other temporary storage facilities. But, as was shown above, isotopes with long half life-time are present in them, their final safe disposal should be provided in some manner.

Another option is the reprocessing. The used fuel still contains 235U amounting to ca. ~ 1 %, and it is also worth to extract the newly formed transuranic isotopes (eg. 239Pu) which can be utilized as a nuclear fuel (although in modified type of reactors). During the various steps of the reprocession the amounts of the long life-time isotopes are significantly decreased, but they are still present in significant amounts at the end of the procedure (Figure 1). This version of utilization is named closed fuel cycle. It is seen that the activity is rather high,

The transmutation is also a further possibility to reduce the amounts of the radiounuclides present in the high level waste. Specific controlled nuclear reactions can be initiated by irradiating different target isotopes with accelerated electrons, protons, etc. and the energy of stabilisation from the ustable target nuclei can also be extracted. This process is very

even after c.a. one million years of storage the tera-Becquerel level is still maintained.

type of reactor conditions are optimal [2].

(Remark: the relative abundance depends on the extent of the burnout of the fuel)

**Table 1.** Some typical long life-time fission isotopes produced in nuclear reactors

This type of the straight utilization of the nuclear fuel is called open fuel cycle.

The intention with the recent chapter is to provide an illustration and to present some aspects of the evaluation on the potential possibilities of the application of clayey geological media for storage of wastes of nuclear origin. Following this short introduction in the second part an overview is given on the types and most important long life-time isotopes, and on the ongoing processes which might occur during the several thousand years of operation time of the waste storage facility. In the third part a short account is presented on the properties of clay minerals which influence their behaviour as an isolation media. Results of some specific evaluations of clays (Callovo-Oxfordian, Opalinus) are also presented in this part to provide an overview and comparison. In the fourth part a more detailed description and characterisation of Boda Claystone is presented. Its formation, components, characterisation of clay minerals is described in more detail. Special attention is devoted to measurements correlated to isolation properties of this media against migration of long life-time isotopes.

## **2. Nuclear wastes**

The production of nuclear wastes is connected primarily to generation of electricity in nuclear power plants. Other sources of nuclear wastes are common as well. For example those radionuclides which had been used for therapeutical or industrial applications. These latter radioisotopes can be generated by neutron or proton irradiation of certain stable isotopes, they usually have short half life-times (less than ca. 30 year), and their amount is comparatively small. The nuclear wastes usally are classified to two main groups: to lowlevel and to high-level wastes. The criteria for the distinction are the half-life and the amounts of the radionuclides present in them. The main components in the low-level wastes have short half life-times, they can be stored in ground surface facilities, their operation time is expected to elapse for a few hundred years. In contrast, the radioisotopes in the high level nuclear wastes have considerably longer half life-time (up to the range of 105 – 106 year). Construction of underground facilities is considered for the final disposal as a reliable mean to maintain an appropriate isolation from the biosphere for the long time interval necessary for the decay of the critical isotopes [1]. One option for the disposal of high level wastes can be the utilisation of clays as isolating media. Prior to discussing some properties of clays it is worth to discuss some properties of the high level wastes in more details with particular respect to their possible interactions with clayey minerals occuring during the long operation time of the disposal facility.

#### **2.1. High level nuclear waste**

In conventional nuclear reactors the energy is produced by splitting 235U nuclei with neutron irradiation. In a conventional fuel type the 235U content is enriched to ca. 4 % from the natural 0.6 – 0.8 per cent in the ores. The rest of the fuel is 238U (both isotopes in oxide form). The fission of the heavy U nucleus results in formation of two novel nuclei, and a few neutrons are also emitted which may propagate the process. A small difference exists between the masses of the starting and final products. The corresponding energy equivalent of this difference is the generated heat in the final gross balance. A variety of nuclei are produced in the fission, a number of them is instable and will be stabilized in later processes by emitting or radiation. There are several instable nuclei among these fission products which have considerably long half life-time (Table 1.) Further on, in the nuclear reactors not only fission but capture of neutrons may also proceed. For instance 238U may capture one neutron and the with simultaneous radiation 239Np forms. This nucleus is also instable and emits one electron by forming 239Pu. This pruduct is still instable but is has a much longer life-time. Plutonium can also be used as a reactor fuel, but for splitting of 239Pu nuclei other type of reactor conditions are optimal [2].


(Remark: the relative abundance depends on the extent of the burnout of the fuel)

56 Clay Minerals in Nature – Their Characterization, Modification and Application

properties of this media against migration of long life-time isotopes.

results of measurements performed in this facility.

**2. Nuclear wastes** 

operation time of the disposal facility.

**2.1. High level nuclear waste** 

A preliminary screening had been performed, the Boda Claystone Formation has emerged as a potential media for deposition. This formation is an extensive one – samples collected from different parts of it have been characterised. An underground research facility had even been established in it in a depth of 1050 m from 1994 – 1999. A detailed characterization of the formation has been performed based on the data collected from

The intention with the recent chapter is to provide an illustration and to present some aspects of the evaluation on the potential possibilities of the application of clayey geological media for storage of wastes of nuclear origin. Following this short introduction in the second part an overview is given on the types and most important long life-time isotopes, and on the ongoing processes which might occur during the several thousand years of operation time of the waste storage facility. In the third part a short account is presented on the properties of clay minerals which influence their behaviour as an isolation media. Results of some specific evaluations of clays (Callovo-Oxfordian, Opalinus) are also presented in this part to provide an overview and comparison. In the fourth part a more detailed description and characterisation of Boda Claystone is presented. Its formation, components, characterisation of clay minerals is described in more detail. Special attention is devoted to measurements correlated to isolation

The production of nuclear wastes is connected primarily to generation of electricity in nuclear power plants. Other sources of nuclear wastes are common as well. For example those radionuclides which had been used for therapeutical or industrial applications. These latter radioisotopes can be generated by neutron or proton irradiation of certain stable isotopes, they usually have short half life-times (less than ca. 30 year), and their amount is comparatively small. The nuclear wastes usally are classified to two main groups: to lowlevel and to high-level wastes. The criteria for the distinction are the half-life and the amounts of the radionuclides present in them. The main components in the low-level wastes have short half life-times, they can be stored in ground surface facilities, their operation time is expected to elapse for a few hundred years. In contrast, the radioisotopes in the high level nuclear wastes have considerably longer half life-time (up to the range of 105 – 106 year). Construction of underground facilities is considered for the final disposal as a reliable mean to maintain an appropriate isolation from the biosphere for the long time interval necessary for the decay of the critical isotopes [1]. One option for the disposal of high level wastes can be the utilisation of clays as isolating media. Prior to discussing some properties of clays it is worth to discuss some properties of the high level wastes in more details with particular respect to their possible interactions with clayey minerals occuring during the long

In conventional nuclear reactors the energy is produced by splitting 235U nuclei with neutron irradiation. In a conventional fuel type the 235U content is enriched to ca. 4 % from the **Table 1.** Some typical long life-time fission isotopes produced in nuclear reactors

A large variety of other short half life-time isotopes are also formed, they influence the working conditions of the reactor. After a certain period of the usage (3-4 years) the fuel rods are removed from the reactor. They can be stored afterwards without any further utilization. They are highly radiating, a great amount of heat is still generated in them (without exposed them to neutron irradiation). Thus, after operation they are usually kept in a water pool, then in other temporary storage facilities. But, as was shown above, isotopes with long half life-time are present in them, their final safe disposal should be provided in some manner. This type of the straight utilization of the nuclear fuel is called open fuel cycle.

Another option is the reprocessing. The used fuel still contains 235U amounting to ca. ~ 1 %, and it is also worth to extract the newly formed transuranic isotopes (eg. 239Pu) which can be utilized as a nuclear fuel (although in modified type of reactors). During the various steps of the reprocession the amounts of the long life-time isotopes are significantly decreased, but they are still present in significant amounts at the end of the procedure (Figure 1). This version of utilization is named closed fuel cycle. It is seen that the activity is rather high, even after c.a. one million years of storage the tera-Becquerel level is still maintained.

The transmutation is also a further possibility to reduce the amounts of the radiounuclides present in the high level waste. Specific controlled nuclear reactions can be initiated by irradiating different target isotopes with accelerated electrons, protons, etc. and the energy of stabilisation from the ustable target nuclei can also be extracted. This process is very

Claystone as a Potential Host Rock for Nuclear Waste Storage 59

Several processes may take place in the working cycle of a disposal site. It should be taken into account that the extent of decaying nuclei is large, thus, a significant amount of heat is generated simultaneously. Further on, most of the design schemes consider deposition sites below the ground level, thus presence some amount of water cannot be excluded either. In addition, due to radiation effects, free oxidizing or reducing radicals may also form, (e.g.

The situation can be illustrated for example with the case of neptunium on a Pourbaix (EhpH) diagram [4]. At the closure of the disposal site the environment is exposed to air, the pH of the ground water (in equilibrium with the CO2 of the air) is c.a. 5.5 (position A in Figure 2.). After the closure the site is isolated, the pH approaches to the mean of the rock (usually it is between 7 and 8). As the time elapses, the concrete sealing around the engineered barrier starts to erode, the pH in the close environment may increase to ~10. Later, very slowly the system may approach the state charcterising generally the whole isolating rock

**Figure 2.** Schematic representation of the change of conditions on the Eh-pH diagram of Np during the life-time of a disposal site. Processes start with the construction, from a stage marked with A. (the base

It is seen in Figure 2 that Np is present as a cationic species in NpO2+ form at the start, which can be sorbed in aqueous media on the components of the rock minerals. However, the

dominant later. This component probably will migrate easily due to its negative charge. Having migrated for several hundred years NpO(OH)2 component may be formed at the

component will be

speciation changes with the increase of pH, the anionic Np(OH)5-

OH from water).

Eh-pH diagram is taken from [4])

end, which is neutral, thus it will precipitate.

host (Eh -0.1 V, pH 7.5 can be estimated, see Figure 2).

**A**

**Figure 1.** Activity of high level waste remaining after processing of 1 ton spent fuel in dependence of time (reprinted with permission from [1].)

sophisticated, should be performed in different manner with each isotopes separately, thus its practical application cannot be expected in the near future.

This brief overview can be summarised with the conclusions that long life-time isotopes are byproducts in generation of electricity in nuclear power plants. The life time of some of these isotopes may expand to even 106 years. The amounts of this isotopes can be decreased by various procedures but they cannot be fully eliminated.

Due to their long life-time these waste isotopes should be isolated from the biosphere. By commonly accepted recent considerations a perspective solution might be the disposal in geological media, i.e. host rocks.

### **2.2. Disposal and subsequent possible processes in host rocks**

Two types of barriers are usually mentioned with respect to the geological disposal, the engineered and the natural ones. The engineered barrier comprises the immediate capsulation (metal cannister), the backfill material (high sorption capacity porous material – e.g. bentonite, etc.) and the strengthened wall of the shaft (made of concrete) in which the cannisters are situated. The natural barrier is the geological media. In the first few hundred years the engineered barrier should sustain the isolation from the long half-life isotopes. During this period the components of this barrier will probably lose their ability for protection due corrosion and other hydrothermal processes, Thus the role of the natural barrier will probably gain emphasised importance later on [3].

Several processes may take place in the working cycle of a disposal site. It should be taken into account that the extent of decaying nuclei is large, thus, a significant amount of heat is generated simultaneously. Further on, most of the design schemes consider deposition sites below the ground level, thus presence some amount of water cannot be excluded either. In addition, due to radiation effects, free oxidizing or reducing radicals may also form, (e.g. OH from water).

58 Clay Minerals in Nature – Their Characterization, Modification and Application

time (reprinted with permission from [1].)

geological media, i.e. host rocks.

its practical application cannot be expected in the near future.

by various procedures but they cannot be fully eliminated.

**2.2. Disposal and subsequent possible processes in host rocks** 

barrier will probably gain emphasised importance later on [3].

**Figure 1.** Activity of high level waste remaining after processing of 1 ton spent fuel in dependence of

sophisticated, should be performed in different manner with each isotopes separately, thus

This brief overview can be summarised with the conclusions that long life-time isotopes are byproducts in generation of electricity in nuclear power plants. The life time of some of these isotopes may expand to even 106 years. The amounts of this isotopes can be decreased

Due to their long life-time these waste isotopes should be isolated from the biosphere. By commonly accepted recent considerations a perspective solution might be the disposal in

Two types of barriers are usually mentioned with respect to the geological disposal, the engineered and the natural ones. The engineered barrier comprises the immediate capsulation (metal cannister), the backfill material (high sorption capacity porous material – e.g. bentonite, etc.) and the strengthened wall of the shaft (made of concrete) in which the cannisters are situated. The natural barrier is the geological media. In the first few hundred years the engineered barrier should sustain the isolation from the long half-life isotopes. During this period the components of this barrier will probably lose their ability for protection due corrosion and other hydrothermal processes, Thus the role of the natural The situation can be illustrated for example with the case of neptunium on a Pourbaix (EhpH) diagram [4]. At the closure of the disposal site the environment is exposed to air, the pH of the ground water (in equilibrium with the CO2 of the air) is c.a. 5.5 (position A in Figure 2.). After the closure the site is isolated, the pH approaches to the mean of the rock (usually it is between 7 and 8). As the time elapses, the concrete sealing around the engineered barrier starts to erode, the pH in the close environment may increase to ~10. Later, very slowly the system may approach the state charcterising generally the whole isolating rock host (Eh -0.1 V, pH 7.5 can be estimated, see Figure 2).

**Figure 2.** Schematic representation of the change of conditions on the Eh-pH diagram of Np during the life-time of a disposal site. Processes start with the construction, from a stage marked with A. (the base Eh-pH diagram is taken from [4])

It is seen in Figure 2 that Np is present as a cationic species in NpO2+ form at the start, which can be sorbed in aqueous media on the components of the rock minerals. However, the speciation changes with the increase of pH, the anionic Np(OH)5 component will be dominant later. This component probably will migrate easily due to its negative charge. Having migrated for several hundred years NpO(OH)2 component may be formed at the end, which is neutral, thus it will precipitate.

The simplified example may already provide an impression that the speciation and the pH dependence may be different for the various long half life-time isotopes. The real situation is far more sophisticated: the temperature may reach 80 – 100 °C (depending on the time elapsed, and the depth), the hydrostatic pressure may be in the 50 – 80 bar range (depending on the depth), various interlinked geochemical processes may occur under these conditions which influence the spreading of isotopes in the host rock (for further details see e.g. in [5]).

#### **2.3. Simple practical approaches to estimate the speed of migration**

The speed of migration of the various long half life-time components is a crucial factor for the evaluation of the properties of the perspective host rocks. In the first approach the migration of isotopes can be considered as a cyclic repetition of frequent sorption/desorption steps in a slowly flowing aqueous media. The strength of sorption can simply be characterised by the distribution coefficient, *Kd.*

$$K\_d = \frac{I\_0 - I\_e}{I\_e} \cdot \frac{V}{m} \tag{1}$$

Claystone as a Potential Host Rock for Nuclear Waste Storage 61

, (3)

is the so called retention factor, its value


There are other simple experimental methods by which more reliable determination of the crucial constants can be provided. Rock samples preserved in conditions closer to the natural ones are suitable for this type of studies, obtained for example from bore cores. One simple type of these more reliable measurements is the so-called "break-through" type. Two compartments are separated with the studied borecore sample in the measuring cell. One compartment contains the very dilute solution of the studied tracer isotope (in ground water), and the break-through (i.e. the appearance) and the rate of further increase of its concentration is followed in the ground water in the other, opposite compartment. If the trace isotopes are used in really low concentrations the experimental conditions may actually be close to the real, natural ones. In other words the applied small concentration gradient hardly modifies the natural conditions. On the other side, however, rather long time intervals are necessary to perform these studies (several hundred days). From these

measurements the effective diffusion constant (*Deff*) can directly be determined (Eq. 3)

<sup>0</sup> 6 *C'(t ) ADeff AL <sup>t</sup> C V 'L V '*

where *C0* is the original concentration (activity) of the isotope in a compartment at the start of the experiment, *C'(t)* is the concentration measured in the opposite compartment, after having the break-through started, *A* is the cross section of the borecore sample, *L* is the thickness of

is related to the delay of the break-through. *Deff* is proportional to the slope of the increase of concentration of the studied isotope with time in the originally non-active compartment.

*Deff* is one of the most appropriate parameters which can be used for the characterisation of

Clay rocks are widely considered as appropriate media for final waste disposal site. Clay minerals have several advantageous properties for the isolation. They have open, layered

Due to the advantageous properties of clayrocks significant amount of efforts is devoted to investigate them as optional disposal sites. For instance, at the Nuclear Energy Agency (NEA) a working group has been formed devoted to study the scientific bases for stability and buffering capacity of deep geological waste management systems ("Clay Club"). This Club organised several conferences, and the results have been published in workshop proceedings [6]. Other specific conferences have also been devoted to this topic (see e.g. [7]).

rocks from the point of view of migration of isotopes expected to proceed in them.

Under these conditions Eq. (2) cannot be applied at all.

the borecore, *V'* is the volume of the compartment.

**3. Application of clayrocks for the disposal** 

structure in which they easily ad- or chemisorb cations.

**3.1. Recent investigations on clayrocks** 

where *I*-s are concentration (activity) values of the studied isotope, *I0* in the starting solution, *Ie* in equilibrium, after having kept the *m* mass of sample in contact with *V* volume of solution.

The *Kd* values of various rock samples can easily be obtained, the concentration change of the particular ion should only be determined experimentally. Consequently, *Kd* values are widely used. Further on, the speed of the migration relative to the slowly flowing media can also be estimated by using the *Kd* values:

$$\frac{\upsilon\_{rad}}{\upsilon\_{\mathcal{S}^w}} = \frac{1}{1 + \left(\frac{1-\varepsilon}{\varepsilon}\right) \cdot \rho \cdot K\_d} \,\,\,\,\tag{2}$$

where *vrad* is the velocity of migration of the given radionuclide, *vgw* is the velocity of the flow of the ground water, is the porosity, is the density and *Kd* is the distribution coefficient of the isotope in question.

Equation (2) has been widely used since Kd values can easily be measured. However it should be used with particular precaution. Namely, it should be taken into account that:



There are other simple experimental methods by which more reliable determination of the crucial constants can be provided. Rock samples preserved in conditions closer to the natural ones are suitable for this type of studies, obtained for example from bore cores. One simple type of these more reliable measurements is the so-called "break-through" type. Two compartments are separated with the studied borecore sample in the measuring cell. One compartment contains the very dilute solution of the studied tracer isotope (in ground water), and the break-through (i.e. the appearance) and the rate of further increase of its concentration is followed in the ground water in the other, opposite compartment. If the trace isotopes are used in really low concentrations the experimental conditions may actually be close to the real, natural ones. In other words the applied small concentration gradient hardly modifies the natural conditions. On the other side, however, rather long time intervals are necessary to perform these studies (several hundred days). From these measurements the effective diffusion constant (*Deff*) can directly be determined (Eq. 3)

$$\frac{C\text{ V}\text{ (t)}}{C\_0} = \frac{AD\_{\text{eff}}}{V\text{ 'L}}\text{t} - \frac{\alpha AL}{6V\text{ '}}\text{ ,}\tag{3}$$

where *C0* is the original concentration (activity) of the isotope in a compartment at the start of the experiment, *C'(t)* is the concentration measured in the opposite compartment, after having the break-through started, *A* is the cross section of the borecore sample, *L* is the thickness of the borecore, *V'* is the volume of the compartment. is the so called retention factor, its value is related to the delay of the break-through. *Deff* is proportional to the slope of the increase of concentration of the studied isotope with time in the originally non-active compartment.

*Deff* is one of the most appropriate parameters which can be used for the characterisation of rocks from the point of view of migration of isotopes expected to proceed in them.

#### **3. Application of clayrocks for the disposal**

Clay rocks are widely considered as appropriate media for final waste disposal site. Clay minerals have several advantageous properties for the isolation. They have open, layered structure in which they easily ad- or chemisorb cations.

#### **3.1. Recent investigations on clayrocks**

60 Clay Minerals in Nature – Their Characterization, Modification and Application

simply be characterised by the distribution coefficient, *Kd.*

also be estimated by using the *Kd* values:

solution.

of the ground water,

the isotope in question.

present in the rocks.

The simplified example may already provide an impression that the speciation and the pH dependence may be different for the various long half life-time isotopes. The real situation is far more sophisticated: the temperature may reach 80 – 100 °C (depending on the time elapsed, and the depth), the hydrostatic pressure may be in the 50 – 80 bar range (depending on the depth), various interlinked geochemical processes may occur under these conditions which influence the spreading of isotopes in the host rock (for further details see e.g. in [5]).

The speed of migration of the various long half life-time components is a crucial factor for the evaluation of the properties of the perspective host rocks. In the first approach the migration of isotopes can be considered as a cyclic repetition of frequent sorption/desorption steps in a slowly flowing aqueous media. The strength of sorption can

> <sup>0</sup> *<sup>e</sup> <sup>d</sup> e I IV <sup>K</sup> I m*

where *I*-s are concentration (activity) values of the studied isotope, *I0* in the starting solution, *Ie* in equilibrium, after having kept the *m* mass of sample in contact with *V* volume of

The *Kd* values of various rock samples can easily be obtained, the concentration change of the particular ion should only be determined experimentally. Consequently, *Kd* values are widely used. Further on, the speed of the migration relative to the slowly flowing media can

1

<sup>1</sup> <sup>1</sup>

*gw <sup>d</sup>*

where *vrad* is the velocity of migration of the given radionuclide, *vgw* is the velocity of the flow

Equation (2) has been widely used since Kd values can easily be measured. However it should be used with particular precaution. Namely, it should be taken into account that:


 

*<sup>v</sup> <sup>K</sup>* 

*rad*

*v*

is the porosity,

(1)

is the density and *Kd* is the distribution coefficient of

, (2)

**2.3. Simple practical approaches to estimate the speed of migration** 

Due to the advantageous properties of clayrocks significant amount of efforts is devoted to investigate them as optional disposal sites. For instance, at the Nuclear Energy Agency (NEA) a working group has been formed devoted to study the scientific bases for stability and buffering capacity of deep geological waste management systems ("Clay Club"). This Club organised several conferences, and the results have been published in workshop proceedings [6]. Other specific conferences have also been devoted to this topic (see e.g. [7]).

At present, three clayrock types have been characterised in very detail in Europe. Namely, the Callovo-Oxfordian formation in Bure, France, the Opalinus Clay in Mont Terri, Switzerland, and the Boom Clay in Mol, Belgium [8]. Some basic properties and some characteristic minerals of these clays are summarized and compared in Table 2 [9]. Properties of Boda Claystone are also included for later comparisons.

Claystone as a Potential Host Rock for Nuclear Waste Storage 63

Cserdi Formation is conformable, while the boundary with overlying strata of the

**Figure 4.** Geological map with depth contour of the top of the Boda Claystone Formation and locations

of studied objects (boreholes: Bat-14, Ib-4, Alfa Drift) after [13]

Kővágószőlős Formation is usually sharp (Figure 5) [13].

**Figure 3.** Overview of plate tectonic units in the Pannonian Basin (after [12]).


**Table 2.** Certain characteristic data of clayrock types considered as perspective host [9].

Principally, each rock types contain clays in large proportions. Hovewer, in other properties the clays exhibit significant differences. Their ages, the maximal temperatures experienced during formation, water contents, characteristic minerals present in them etc. are distinctly different, attesting their unique history of formation for each of them.

The safety aspects for the construction of disposal sites have also been discussed and evaluated in detail (see eg. for the Callovo-Oxfordian in [10], for the Oplalinus Clay in [11]).

## **4. Boda Claystone**

There had been considerations with respect to the future disposal sites for high level nuclear wastes in Hungary, too. Boda Claystone emerged as potential host. A brief comparison of data shown in the previous Table 2 shows that each clayrock has distincly different properties – each of them should be characterized specifically. Thus, Boda Claystone was characterised in the course of various programmes as well. Some results of these characterisations are summarized below.

#### **4.1. General characterisation**

The Upper Permian sedimentary sequence of the Boda Claystone Formation (BCF) is located in Western Mecsek Mountains, southern Transdanubia, SW Hungary. The Mecsek Mts. is part of the Tisza Megaunit comprising the basement of the south-eastern half of the Pannonian Basin [12] (Figure 3). The geological map of BCF is shown in Figure 4.

Following the Variscan orthogeny the continental sedimentation in the Mecsek Mts. began in the Early Permian and lasted until the Lower Triassic. The BCF is part of this about 2000- 4000 m thick siliciclastic sequence (continental red beds); its transition with underlying Cserdi Formation is conformable, while the boundary with overlying strata of the Kővágószőlős Formation is usually sharp (Figure 5) [13].

**Figure 3.** Overview of plate tectonic units in the Pannonian Basin (after [12]).

62 Clay Minerals in Nature – Their Characterization, Modification and Application

Clayrock Age Depth Max.

Callovo-

**4. Boda Claystone** 

characterisations are summarized below.

**4.1. General characterisation** 

Properties of Boda Claystone are also included for later comparisons.

temp.

**Table 2.** Certain characteristic data of clayrock types considered as perspective host [9].

different, attesting their unique history of formation for each of them.

At present, three clayrock types have been characterised in very detail in Europe. Namely, the Callovo-Oxfordian formation in Bure, France, the Opalinus Clay in Mont Terri, Switzerland, and the Boom Clay in Mol, Belgium [8]. Some basic properties and some characteristic minerals of these clays are summarized and compared in Table 2 [9].

> Pore water

 106 year m °C % % % % % Boom 30 - 36 200 16 ~ 25 2 - 3 35 - 65 1 - 2 ~ 1

Oxfordian 155 500 40 ~ 7 ~ 1 ~ 40 ~ 1 ~ 35

Opalinus 180 500 85 ~ 7 ~ 1.5 45 - 60 ~ 1 4 - 8 Boda 250 1000 220 ~ 2 - 35 - 50 4 - 8 3 - 5

Principally, each rock types contain clays in large proportions. Hovewer, in other properties the clays exhibit significant differences. Their ages, the maximal temperatures experienced during formation, water contents, characteristic minerals present in them etc. are distinctly

The safety aspects for the construction of disposal sites have also been discussed and evaluated in detail (see eg. for the Callovo-Oxfordian in [10], for the Oplalinus Clay in [11]).

There had been considerations with respect to the future disposal sites for high level nuclear wastes in Hungary, too. Boda Claystone emerged as potential host. A brief comparison of data shown in the previous Table 2 shows that each clayrock has distincly different properties – each of them should be characterized specifically. Thus, Boda Claystone was characterised in the course of various programmes as well. Some results of these

The Upper Permian sedimentary sequence of the Boda Claystone Formation (BCF) is located in Western Mecsek Mountains, southern Transdanubia, SW Hungary. The Mecsek Mts. is part of the Tisza Megaunit comprising the basement of the south-eastern half of the

Following the Variscan orthogeny the continental sedimentation in the Mecsek Mts. began in the Early Permian and lasted until the Lower Triassic. The BCF is part of this about 2000- 4000 m thick siliciclastic sequence (continental red beds); its transition with underlying

Pannonian Basin [12] (Figure 3). The geological map of BCF is shown in Figure 4.

Organic matter

Clay

fraction Albite Calcite

**Figure 4.** Geological map with depth contour of the top of the Boda Claystone Formation and locations of studied objects (boreholes: Bat-14, Ib-4, Alfa Drift) after [13]

Claystone as a Potential Host Rock for Nuclear Waste Storage 65

knowledge its thickness is smaller in the Gorica block (about 350 m). The sediments of the BCF are dominantly red and reddish brown in color, reflecting the dominantly oxidizing

nature of the depositional and early diagenetic environments [14-18] (Figure 6).

**Figure 6.** Reddish brown albitic analcite-bearing claystone with interbedded aleurolite (Al) and

observed in its lower and upper transitional zones (Figure 5).

The BCF was deposited in a shallow-water lacustrine environment (playa mudflat, playa lake), under semi-arid to arid climatic conditions. According to our present-day knowledge the middle thickest unit of the BCF has only one reduce interbedding (greyish black albitic claystone containing pyrite and finaly disseminated organic matter), its tickness is about 3-4 m. However, several reduce thin layers (green, greenish-gray claystone, siltstone) can be

On the basis of mineralogical investigation with X-ray diffraction (XRD), differential thermal analysis (DTA), and electron microscopy (EMP), the main rock-forming minerals of the BCF are: clay minerals (absolute dominant are illite-muscovite and chlorite; smectite, kaolinite,

dolomite (D) layers (Ib-4, 591-596 m).

**Figure 5.** Idealised lithological column of Boda Claystone Formation [13]

On the basis of data of boreholes and geological mapping BCF is known in an area of 150 km2. Within this area approximately 15 km2 can be found on the surface in W Mecsek Mountains (see Figure 4). Two distribution areas of BCF are known in W Mecsek Mountains: i/ perianticlinal structure of the W Mecsek Mountains; ii/ so called Gorica block. In the Gorica block outcrop of BCF is not known; in this block only the borehole Ib-4 recovers sequence of BCF in significant thickness (between 494,2 and 709 m) (Figure 4).

On the basis of the deep drillings total thickness of BCF is estimated to be about 700-900 m (in perianticlinal structure of the W Mecsek Mountains) whereas according to our knowledge its thickness is smaller in the Gorica block (about 350 m). The sediments of the BCF are dominantly red and reddish brown in color, reflecting the dominantly oxidizing nature of the depositional and early diagenetic environments [14-18] (Figure 6).

64 Clay Minerals in Nature – Their Characterization, Modification and Application

**Figure 5.** Idealised lithological column of Boda Claystone Formation [13]

On the basis of data of boreholes and geological mapping BCF is known in an area of 150 km2. Within this area approximately 15 km2 can be found on the surface in W Mecsek Mountains (see Figure 4). Two distribution areas of BCF are known in W Mecsek Mountains: i/ perianticlinal structure of the W Mecsek Mountains; ii/ so called Gorica block. In the Gorica block outcrop of BCF is not known; in this block only the borehole Ib-4 recovers sequence of BCF in significant thickness (between 494,2 and 709 m) (Figure 4).

On the basis of the deep drillings total thickness of BCF is estimated to be about 700-900 m (in perianticlinal structure of the W Mecsek Mountains) whereas according to our

**Figure 6.** Reddish brown albitic analcite-bearing claystone with interbedded aleurolite (Al) and dolomite (D) layers (Ib-4, 591-596 m).

The BCF was deposited in a shallow-water lacustrine environment (playa mudflat, playa lake), under semi-arid to arid climatic conditions. According to our present-day knowledge the middle thickest unit of the BCF has only one reduce interbedding (greyish black albitic claystone containing pyrite and finaly disseminated organic matter), its tickness is about 3-4 m. However, several reduce thin layers (green, greenish-gray claystone, siltstone) can be observed in its lower and upper transitional zones (Figure 5).

On the basis of mineralogical investigation with X-ray diffraction (XRD), differential thermal analysis (DTA), and electron microscopy (EMP), the main rock-forming minerals of the BCF are: clay minerals (absolute dominant are illite-muscovite and chlorite; smectite, kaolinite,

vermiculite and mixed-layer clay minerals were identified in considerable amounts), authigenic albite, quartz, carbonate minerals (calcite and dolomite) and hematite [16-19]. In addition, barite, anhydrite, authigenic K-feldspar and detrital constituents (muscovite, biotite, chlorite, zircon, rutile, apatite, ilmenite, Ca-bearing plagioclase) were always also identified in trace amounts. The authigenic albite is present as albite cement (typical of all rock types of formation), albite and carbonate-lined disseminated irregular white voids (typical of albitic claystone) and albite replacement of detrital feldspars in sandstone beds [16-17, 19].

Claystone as a Potential Host Rock for Nuclear Waste Storage 67

In the Gorica block the same rock types can be defined based on mineralogical, geochemical and textural considerations as in the perianticlinal structure of the W Mecsek Mountains.

The Boda Claystone Formation is divided into three main sections [13]; for the characterization of the units see Figure 5. In the Middle Cretaceous on the basis of thickness of overlying strata in perianticlinal structure of West Mecsek Mts. the BCF was located at least at 3,5 to 4,0 km burial depth. Data determined in area of the perianticlinal structure of the W Mecsek Mountains point to late or deep diagenesis, max. 200-250 °C according to illite and chlorite crystallinity as well as vitrinite reflectance [17]. Higher illite and chlorite crystallinity is determined in core samples of the deep drilling Ib-4 (Gorica block),

There were various stages of exploration and detailed characterisations of BCF. For a period even an Underground Research Laboratory was established and had been maintained in a depth of 1050 m below ground level (1994 – 1998). The results of studies performed there are collected in various reports. The data had been analysed from the aspects of criteria for establishing a waste disposal site, the main conclusions of them are compiled in a Digest [20]. The most important conclusions were presented also at one of the "Clay Club"s

In a further stage of investigations selected Boda Claystone samples were used for measurements performed by applying directly radionuclides to obtain informations on the

Sorption and diffusion studies were performed by using fission isotopes and one of the most relavant acitnoide element, uranium. Among others samples from Delta-9, Bat-14 and IB-4

Delta-9 deep drilling is located in Alfa Drift at the 1050 m depth below ground level, it is nearly a horizontal borehole; Bat-14 was drilled near the outcrop of BCF, here the formation is covered by 25,5 m thick Quaternary sediments, and Ib-4 borehole starts also from the surface in the Gorica block, and the studied samples were collected from a distant depth 570 m (for their locations see Figure 4). Some specific studies on these samples are presented in the following paragraphs, the results of measurements with radionuclides are presented

These measurements were performed on samples from borehole IB-4 (570 m). A SEM/Electrondiffraction image is shown in Figure 7 from a small area of the sample. The

Figure 7 illustrates the structure of the sample. Very small crystals originated from the secondary processes form the consolidated clay rock. It is also shown that within small

suggesting that BCF in Gorica block underwent lower grade diagenesis.

isolation properties of the rock against long half life-time isotopes.

*4.2.1. High resolution SEM with electron diffraction* 

corresponding general mineral composition is shown in Table 5.

conferences [21].

borecores were selected.

afterwards.

**4.2 Specific characterisations - samples** 

Six main rock types of BCF can be defined based on mineralogical, geochemical and textural considerations, namely, albitic claystone, albitolite, "true" siltstone, dolomite interbeddings, sandstone, and conglomerata [13, 15-17, 19,]. Their mineral compositions are shown in Table 3.


\* detrital feldspar + authigene albite

**Table 3.** Mineral compositions of the main rock types in Boda Claystone Formation

This mineralogical composition is typical of in perianticlinal structure of the W Mecsek Mountains. The principally dominant rock type of the formation is albitic claystone.

BCF recovered from borehole Ib-4 (Gorica block) differs in its mineralogical composition. This succession of BCF contains abundant analcime in significant amounts in addition to the above minerals, in a range between 8 and 25 wt %; (typical examples are shown in the table below).


**Table 4.** Mineral compositions of typical samples taken from Ib-4 borehole in Gorica block

In the Gorica block the same rock types can be defined based on mineralogical, geochemical and textural considerations as in the perianticlinal structure of the W Mecsek Mountains.

The Boda Claystone Formation is divided into three main sections [13]; for the characterization of the units see Figure 5. In the Middle Cretaceous on the basis of thickness of overlying strata in perianticlinal structure of West Mecsek Mts. the BCF was located at least at 3,5 to 4,0 km burial depth. Data determined in area of the perianticlinal structure of the W Mecsek Mountains point to late or deep diagenesis, max. 200-250 °C according to illite and chlorite crystallinity as well as vitrinite reflectance [17]. Higher illite and chlorite crystallinity is determined in core samples of the deep drilling Ib-4 (Gorica block), suggesting that BCF in Gorica block underwent lower grade diagenesis.

There were various stages of exploration and detailed characterisations of BCF. For a period even an Underground Research Laboratory was established and had been maintained in a depth of 1050 m below ground level (1994 – 1998). The results of studies performed there are collected in various reports. The data had been analysed from the aspects of criteria for establishing a waste disposal site, the main conclusions of them are compiled in a Digest [20]. The most important conclusions were presented also at one of the "Clay Club"s conferences [21].

## **4.2 Specific characterisations - samples**

66 Clay Minerals in Nature – Their Characterization, Modification and Application

clay minerals (wt %)

[16-17, 19].

Table 3.

Rock types

albitic

"true"

dolomite

below).

Samples Ib-4

\* detrital feldspar + authigene albite

clay minerals

vermiculite and mixed-layer clay minerals were identified in considerable amounts), authigenic albite, quartz, carbonate minerals (calcite and dolomite) and hematite [16-19]. In addition, barite, anhydrite, authigenic K-feldspar and detrital constituents (muscovite, biotite, chlorite, zircon, rutile, apatite, ilmenite, Ca-bearing plagioclase) were always also identified in trace amounts. The authigenic albite is present as albite cement (typical of all rock types of formation), albite and carbonate-lined disseminated irregular white voids (typical of albitic claystone) and albite replacement of detrital feldspars in sandstone beds

Six main rock types of BCF can be defined based on mineralogical, geochemical and textural considerations, namely, albitic claystone, albitolite, "true" siltstone, dolomite interbeddings, sandstone, and conglomerata [13, 15-17, 19,]. Their mineral compositions are shown in

claystone 20-50 20-50 5-10 10 7-10 albitolite**,** <25 >50 <10 10 5-6

siltstone approx. 10 >35 >25 approx. 10 5

sandstone 5-traces 25-40 \* 20-30 5-20 5-traces

This mineralogical composition is typical of in perianticlinal structure of the W Mecsek

BCF recovered from borehole Ib-4 (Gorica block) differs in its mineralogical composition. This succession of BCF contains abundant analcime in significant amounts in addition to the above minerals, in a range between 8 and 25 wt %; (typical examples are shown in the table

527,2 m 42 8 12 13 18 6 538,7 m 34 7 16 28 10 5 560,64 m 43 16 20 3 10 8

**Table 4.** Mineral compositions of typical samples taken from Ib-4 borehole in Gorica block

albit analcime quartz carbonates hematite

wt %

Mountains. The principally dominant rock type of the formation is albitic claystone.

interbeddings 10 30-40 5 35-50 5

**Table 3.** Mineral compositions of the main rock types in Boda Claystone Formation

authigene

quartz (wt %)

carbonates (wt %)

hematite (wt %)

authigene albite (wt %)

> In a further stage of investigations selected Boda Claystone samples were used for measurements performed by applying directly radionuclides to obtain informations on the isolation properties of the rock against long half life-time isotopes.

> Sorption and diffusion studies were performed by using fission isotopes and one of the most relavant acitnoide element, uranium. Among others samples from Delta-9, Bat-14 and IB-4 borecores were selected.

> Delta-9 deep drilling is located in Alfa Drift at the 1050 m depth below ground level, it is nearly a horizontal borehole; Bat-14 was drilled near the outcrop of BCF, here the formation is covered by 25,5 m thick Quaternary sediments, and Ib-4 borehole starts also from the surface in the Gorica block, and the studied samples were collected from a distant depth 570 m (for their locations see Figure 4). Some specific studies on these samples are presented in the following paragraphs, the results of measurements with radionuclides are presented afterwards.

#### *4.2.1. High resolution SEM with electron diffraction*

These measurements were performed on samples from borehole IB-4 (570 m). A SEM/Electrondiffraction image is shown in Figure 7 from a small area of the sample. The corresponding general mineral composition is shown in Table 5.

Figure 7 illustrates the structure of the sample. Very small crystals originated from the secondary processes form the consolidated clay rock. It is also shown that within small

distances the composition may change significantly (see e.g the lower right corner – it is more abundant in analcime than the rest). Parallel porosity measurements were also performed from the same regions. It was found that the porosity at the analcime rich bottom right corner is ca. 1.5 %, whereas in the upper part is 3.5 %. In contrast the portion of calcite is larger in the top regions

Claystone as a Potential Host Rock for Nuclear Waste Storage 69

Oxidation and coordination states of iron can conveniently be studied by Mössbauer spectroscopy. The method can also be used to analyse iron-bearing minerals. (Corresponding Mössbauer parameters of over 400 iron containing minerals are collected in the handbook [22].) Boda Claystone contains also iron-bearing minerals in considerable amounts (hematite, clay minerals), thus samples can also be analysed, and some processes

The ferric iron oxide, hematite exhibits a magnetically split characteristic sextet. Iron in the clay minerals displays two-line doublets in the spectra. Doublets of Fe2+ and Fe3+ states can clearly be distinguished, their positions are different. Two examples are shown below, in Figures 8 and 9. The effect of weathering can be tracked in Figure 8 in which spectra of samples collected from layers close to the surface (below the 25m Quaternary sediments) are shown for Bat-14 borehole. The very right peak in the spectra belongs to the Fe2+ ions in chlorite mineral [22]. It is seen that the intensity of this peak inreases in correspondence with the sampling depth. I.e. clay minerals in the top layers are much abundant in Fe3+ whereas in the deeper layers Fe2+ starts to dominate in clay minerals. On the other side, the amount of hematite (marked with H in the right side spectra) practically is the same in each sample. Thus it can be concluded that Fe2+ Fe3+ oxidation had taken place in the layers close to the

surface, in other word the process of weathering is reflected in the Fe2+/Fe3+ change.

**Figure 8.** Mössbauer spectra on samples collected from borehole BAT-14. The main iron bearing mineral is hematite (left spectra). Effect of weathering is shown in the right side spectra, approaching to

the surface Fe3+/Fe ratio increases in the clay mineral (chlorite)

The conditions controlling the formation of minerals can be deduced from specra of Figure 9. Boda Claystone is described in the previous parts of this chapter as a rock which was formed essentially under oxidizing conditions. However a few exceptional strata also exist.

*4.2.2. Mössbauer spectroscopy* 

occured in the formation of the rock can be traced.

**Figure 7.** Mineral composition obtained from a SEM & electron diffraction image of a 5 x 2.5 mm section from IB-4 (570 m) sample (IS mel: mixed illite-smectite. The image was recorded in ERM, Poitiers, France)


**Table 5.** Average mineral composition of the IB-4 (570 m) sample determined by quantitative XRD analysis

#### *4.2.2. Mössbauer spectroscopy*

68 Clay Minerals in Nature – Their Characterization, Modification and Application

is larger in the top regions

Poitiers, France)

analysis

distances the composition may change significantly (see e.g the lower right corner – it is more abundant in analcime than the rest). Parallel porosity measurements were also performed from the same regions. It was found that the porosity at the analcime rich bottom right corner is ca. 1.5 %, whereas in the upper part is 3.5 %. In contrast the portion of calcite

**Figure 7.** Mineral composition obtained from a SEM & electron diffraction image of a 5 x 2.5 mm section from IB-4 (570 m) sample (IS mel: mixed illite-smectite. The image was recorded in ERM,

Illite -

Mineral Content

muscovite 33 Chlorite 2 Smectite 2 Analcime 23 Albite 12 Quartz 11 Calcite 9 Dolomite 1 Hematite 7 **Table 5.** Average mineral composition of the IB-4 (570 m) sample determined by quantitative XRD

(%)

Oxidation and coordination states of iron can conveniently be studied by Mössbauer spectroscopy. The method can also be used to analyse iron-bearing minerals. (Corresponding Mössbauer parameters of over 400 iron containing minerals are collected in the handbook [22].) Boda Claystone contains also iron-bearing minerals in considerable amounts (hematite, clay minerals), thus samples can also be analysed, and some processes occured in the formation of the rock can be traced.

The ferric iron oxide, hematite exhibits a magnetically split characteristic sextet. Iron in the clay minerals displays two-line doublets in the spectra. Doublets of Fe2+ and Fe3+ states can clearly be distinguished, their positions are different. Two examples are shown below, in Figures 8 and 9. The effect of weathering can be tracked in Figure 8 in which spectra of samples collected from layers close to the surface (below the 25m Quaternary sediments) are shown for Bat-14 borehole. The very right peak in the spectra belongs to the Fe2+ ions in chlorite mineral [22]. It is seen that the intensity of this peak inreases in correspondence with the sampling depth. I.e. clay minerals in the top layers are much abundant in Fe3+ whereas in the deeper layers Fe2+ starts to dominate in clay minerals. On the other side, the amount of hematite (marked with H in the right side spectra) practically is the same in each sample. Thus it can be concluded that Fe2+ Fe3+ oxidation had taken place in the layers close to the surface, in other word the process of weathering is reflected in the Fe2+/Fe3+ change.

The conditions controlling the formation of minerals can be deduced from specra of Figure 9. Boda Claystone is described in the previous parts of this chapter as a rock which was formed essentially under oxidizing conditions. However a few exceptional strata also exist.

**Figure 8.** Mössbauer spectra on samples collected from borehole BAT-14. The main iron bearing mineral is hematite (left spectra). Effect of weathering is shown in the right side spectra, approaching to the surface Fe3+/Fe ratio increases in the clay mineral (chlorite)

Claystone as a Potential Host Rock for Nuclear Waste Storage 71

**Figure 10.** Cyclic voltammograms obtained on samples collected from Delta-9 borehole. The numbers in the top left corner represent the relative amounts of iron bearing minerals extracted from Mössbauer spectra of Figure 9. A1 stands for anodic, C1, C2 and C3 for cathodic peaks, Ei=0 is the zero potential.

In the first stage of investigations sorption of radionuclides, mostly fission products, were investigated on various types of samples. Namely Kd values were determined for 125I, 137Cs, 60Co and 85Sr on various Boda Claystone samples collected from boreholes drilled in the 1050 m depth exploratory tunnel. Measurements were performed with 2 g amounts of crushed samples. Radionuclides were added in trace amounts to 20 ml volume of ground water (10-5 – 10-3 mol/L). Kd values were determined by using Eq. (1). There was a scatter in the results depending of the samples, for 125I 0.2 -2.0 , for 85Sr 60 – 120 , for 137Cs 600 – 5000 and for 60Co 1200 – 15000 values were determined. Concentration dependence of the sorption was also measured by diluting the tracer isotopes with inactive (natural) isotopes. Sorption of caesium showed a regular behaviour, the constants of a non-linear Freundlichtype isotherm could also be determined. Similar results could not be obtained with Sr2+ and Co2+, both ions have low solubility in the applied ground water, they easily form precipitates

It should be mentioned that similar sorption measurements were also performed on samples originated from another facies of Boda Siltstone, rich in analcime component originated from IB-4 borehole (see Figure 7 and Table 5). In these measurements non-radioactive natural isotopes were applied with higher concentrations, their amounts were determined

(The voltammograms were measured at LCPME Nancy, France)

(SrCO3, and Co(OH)2). Further details and results are described in [25].

**4.3. Studies with long life-time radionuclides** 

*4.3.1. Sorption measurements* 

**Figure 9.** Crossing a reducing zone at 83.7 m in Delta-9 borehole. Iron is present only in Fe2+ form in chlorite. Hematite starts to appear in other distances.

For example Delta-9 borehole crosses a few meter thick layer in which reducing conditions controlled the formation of the minerals. This layer is located ca. at the 83 – 84 m distance from the commencement of the borehole (Note: the borehole was drilled at the 1050 m depth.) The overwhelming part of iron is present in Fe2+ form in chlorite – hematite is not present at all in the top spectrum of Figure 9. By moving apart a few meters from this layer hematite appears and its presence becames prevailing by moving even farther.

Both examples show that iron ions located in the layered clay minerals are sensitive to the change of redox conditons and they can be used as indicators to monitor the alterations in them. Further description and interpretation of these measurements can be found in [23].

#### *4.2.3. Reduction/oxidation studies from voltammetry of microparticles*

The reduction/oxidation properties of rocks and minerals can also be studied by voltammetric measurements. Even small amounts of them can be analyzed by voltammetry of microparticles. Samples shown in Figure 9 were also characterised at the LCPME – CNRS, Nancy, France). For illustraton, Figure 10 displays some cyclic voltammograms obtained on samples collected from Delta 9 borehole.

The results of voltammeric measurements are in good correspondence with the Mössbauer analysis as Figure 10 displays. High anodic current (A1 peak at 0.65 V – relative to standard calomel electrode) could be detected which can be attributed to extended oxidation of Fe2+ ions on the sample formed under reducing conditions (collected from 83.7 m position). On the other two samples formed under oxidative environment reduction of iron ions ions can be observed (C1 peak probably corresponds to reduction of ions in the dissolved ions, C2 at –0.45 V to the reduction of ferric ions in the clays and C3 at -0.74 V is for ferric ions in hematite). More extended description of the method, samples and measurements can be found in [24].

**Figure 10.** Cyclic voltammograms obtained on samples collected from Delta-9 borehole. The numbers in the top left corner represent the relative amounts of iron bearing minerals extracted from Mössbauer spectra of Figure 9. A1 stands for anodic, C1, C2 and C3 for cathodic peaks, Ei=0 is the zero potential. (The voltammograms were measured at LCPME Nancy, France)

#### **4.3. Studies with long life-time radionuclides**

#### *4.3.1. Sorption measurements*

70 Clay Minerals in Nature – Their Characterization, Modification and Application

chlorite. Hematite starts to appear in other distances.

samples collected from Delta 9 borehole.

found in [24].

**Figure 9.** Crossing a reducing zone at 83.7 m in Delta-9 borehole. Iron is present only in Fe2+ form in

hematite appears and its presence becames prevailing by moving even farther.

*4.2.3. Reduction/oxidation studies from voltammetry of microparticles* 

For example Delta-9 borehole crosses a few meter thick layer in which reducing conditions controlled the formation of the minerals. This layer is located ca. at the 83 – 84 m distance from the commencement of the borehole (Note: the borehole was drilled at the 1050 m depth.) The overwhelming part of iron is present in Fe2+ form in chlorite – hematite is not present at all in the top spectrum of Figure 9. By moving apart a few meters from this layer

Both examples show that iron ions located in the layered clay minerals are sensitive to the change of redox conditons and they can be used as indicators to monitor the alterations in them. Further description and interpretation of these measurements can be found in [23].

The reduction/oxidation properties of rocks and minerals can also be studied by voltammetric measurements. Even small amounts of them can be analyzed by voltammetry of microparticles. Samples shown in Figure 9 were also characterised at the LCPME – CNRS, Nancy, France). For illustraton, Figure 10 displays some cyclic voltammograms obtained on

The results of voltammeric measurements are in good correspondence with the Mössbauer analysis as Figure 10 displays. High anodic current (A1 peak at 0.65 V – relative to standard calomel electrode) could be detected which can be attributed to extended oxidation of Fe2+ ions on the sample formed under reducing conditions (collected from 83.7 m position). On the other two samples formed under oxidative environment reduction of iron ions ions can be observed (C1 peak probably corresponds to reduction of ions in the dissolved ions, C2 at –0.45 V to the reduction of ferric ions in the clays and C3 at -0.74 V is for ferric ions in hematite). More extended description of the method, samples and measurements can be In the first stage of investigations sorption of radionuclides, mostly fission products, were investigated on various types of samples. Namely Kd values were determined for 125I, 137Cs, 60Co and 85Sr on various Boda Claystone samples collected from boreholes drilled in the 1050 m depth exploratory tunnel. Measurements were performed with 2 g amounts of crushed samples. Radionuclides were added in trace amounts to 20 ml volume of ground water (10-5 – 10-3 mol/L). Kd values were determined by using Eq. (1). There was a scatter in the results depending of the samples, for 125I 0.2 -2.0 , for 85Sr 60 – 120 , for 137Cs 600 – 5000 and for 60Co 1200 – 15000 values were determined. Concentration dependence of the sorption was also measured by diluting the tracer isotopes with inactive (natural) isotopes. Sorption of caesium showed a regular behaviour, the constants of a non-linear Freundlichtype isotherm could also be determined. Similar results could not be obtained with Sr2+ and Co2+, both ions have low solubility in the applied ground water, they easily form precipitates (SrCO3, and Co(OH)2). Further details and results are described in [25].

It should be mentioned that similar sorption measurements were also performed on samples originated from another facies of Boda Siltstone, rich in analcime component originated from IB-4 borehole (see Figure 7 and Table 5). In these measurements non-radioactive natural isotopes were applied with higher concentrations, their amounts were determined

by atomic absorption spectroscopy measurements. The results are in good correspondence with those obtained with radioisotopes [26]. The obtained Kd values might be applied for the further evaluation of the isolation properties of the rock against migration of radionuclides by using Eq. (2).

Claystone as a Potential Host Rock for Nuclear Waste Storage 73

penetrates through the 8 mm thick disc within a year. The delay in the commencement of the break through indicates the interaction between the solute and solid phases. The intercept on

the horizontal axis is c.a. 220 days, this is the value of (retention coefficient) in Eq. (3).

**Figure 11.** The relative activities of 14CO32- in the active (top) and originally inactive (bottom)

performed with the -emitting isotopes can be found in [28].

H14CO3- ~ 1

125I- ~ 8 - 14 c

Migrating species

0,00

0,02

inactive side

c / c0 , active side

0,04

0,6

0,8

1,0

Remarks: measured at (a) pH = 8 and (b) pH= 12

migrating radionuclides

) values from different type measurements (see in [28])

(c

compartments of the break-through cell at pH = 12 on two samples (marked with squares and triangles).

0 100 200 300 400 500

time, days

The delay in the break-through can probably be attributed to the exchange of radiocarbon to the carbonates in minerals of solid phase. Namely, the mesurements presented in Figure 11 were performed at pH=12. At this pH the 2 HCO3- CO32- + H2O + CO2 equilibrium is shifted to the right, ie. CO32- ions prevail over the hydrocarbonates, and some of the 14CO32- ions may be exchanged from the solution to the solid phase with carbonates in calcite (dolomite). The main data extracted from the measurements and evaluated in correspondence with Eq (3) are collected in Table 6. Further experimental details, description of samples and measurements

> Deff 10-12 m2 s-1

> > ~ 1

**Table 6.** Effective diffusion coefficients and retention factors ( in Eq. 3) of neutral (HTO) and anionic

As for investigations related to the diffusion of iodide anion it should be mentioned that several more extended measurements have also been performed by using -emitting 125I isotope (35.5 keV with half life-time only 60.2 days). The -radiation allows a more easy

HTO 14 ~ 0

99TcO4- ~ 1 ~ 0

~ 0 a 1.5 b

0.3 – 1.3 c

In relation with Eq. (2) it was already pointed out that principally it decribes the relative retardation of the velocity of migration of radionuclides compared to the velocity of hydraulic flow. The equation is primarily valid for cations, tending to adsorb on negatively charged clay minerals in the aqueous media. Negatively charged species hardly sorb as is reflected for example with the mentioned low Kd value of 125I. Further on, Boda Claystone has small porosity (1-3 %) and the water permeability also lies in an extremely low value region (10–20 – 10-23 m2) [27]. Thus, the velocity if hydraulic flow can also be practically negligible. Consequently, there are at least two reasons that the velocity of spreading of negatively charged anionic species cannot be estimated by using Eq. (2). One reason is that the *vgw* term it close to zero in the equation, the other reason is that anionic species do not sorb on clay minerals.

In order to obtain reliable information on the migration of negatively charged anionic species another option should be applied, namely to perform direct diffusion measurements.

## *4.3.2. Measurement of the diffusion coefficient of anionic species and HTO*

To obtain approximately reliable information on the diffusion of radionuclides it is advised to use compact rock samples with their preserved consolidated structure. Various arrangements can be used. One option is to use a simple measuring arrangement, the breakthrough cells as mentioned in Section 2.3. The effective diffusion coefficients can be experimentally determined by using Eq (3).

It is also possible to collect information on the permeability and self diffusion of water itself by using a particular radiotracer, that is tritiated water, HTO.

 Break-through measurements were carried out with HTO and with anionic long life-time fission product tracers (99TcO4 and 125I) and additionally, with H14CO3- . The compartments of c.a. 90 volume in the break-through cells were filled with ground water. The studied 8 mm thick borecore disc samples were obtained from the 570 m depth in the IB-4 borehole. Ground water in one side of the compartments was separately spiked with tracer amounts of the respective isotopes (10 MBq HTO, 6.2 MBq 99TcO4 and 8 MBq H14CO3- , respectively). These radionuclides emit -radiation, the activities in small amounts of samples (10 microliter) taken regularly from the compartments were determined liquid scintillation detection. As an illustration, the measurements performed in a series with H14CO3 are shown in Figure 11 (next page).

The top part of the figure shows that after a minor decrease the activity (i.e. the concentration of H14CO3- ) is constant. The bottom part displays the break-through, the appearance and the increase of the concentration of the radionuclide in the ground water in the compartment on the other side of the sample disc. Note that only c.a. 2 % of the total amount of HCO3penetrates through the 8 mm thick disc within a year. The delay in the commencement of the break through indicates the interaction between the solute and solid phases. The intercept on the horizontal axis is c.a. 220 days, this is the value of (retention coefficient) in Eq. (3).

**Figure 11.** The relative activities of 14CO32- in the active (top) and originally inactive (bottom) compartments of the break-through cell at pH = 12 on two samples (marked with squares and triangles).

The delay in the break-through can probably be attributed to the exchange of radiocarbon to the carbonates in minerals of solid phase. Namely, the mesurements presented in Figure 11 were performed at pH=12. At this pH the 2 HCO3- CO32- + H2O + CO2 equilibrium is shifted to the right, ie. CO32- ions prevail over the hydrocarbonates, and some of the 14CO32- ions may be exchanged from the solution to the solid phase with carbonates in calcite (dolomite). The main data extracted from the measurements and evaluated in correspondence with Eq (3) are collected in Table 6. Further experimental details, description of samples and measurements performed with the -emitting isotopes can be found in [28].


Remarks: measured at (a) pH = 8 and (b) pH= 12

72 Clay Minerals in Nature – Their Characterization, Modification and Application

by using Eq. (2).

sorb on clay minerals.

experimentally determined by using Eq (3).

fission product tracers (99TcO4-

shown in Figure 11 (next page).

of H14CO3-

by using a particular radiotracer, that is tritiated water, HTO.

of the respective isotopes (10 MBq HTO, 6.2 MBq 99TcO4-

by atomic absorption spectroscopy measurements. The results are in good correspondence with those obtained with radioisotopes [26]. The obtained Kd values might be applied for the further evaluation of the isolation properties of the rock against migration of radionuclides

In relation with Eq. (2) it was already pointed out that principally it decribes the relative retardation of the velocity of migration of radionuclides compared to the velocity of hydraulic flow. The equation is primarily valid for cations, tending to adsorb on negatively charged clay minerals in the aqueous media. Negatively charged species hardly sorb as is reflected for example with the mentioned low Kd value of 125I. Further on, Boda Claystone has small porosity (1-3 %) and the water permeability also lies in an extremely low value region (10–20 – 10-23 m2) [27]. Thus, the velocity if hydraulic flow can also be practically negligible. Consequently, there are at least two reasons that the velocity of spreading of negatively charged anionic species cannot be estimated by using Eq. (2). One reason is that the *vgw* term it close to zero in the equation, the other reason is that anionic species do not

In order to obtain reliable information on the migration of negatively charged anionic species

To obtain approximately reliable information on the diffusion of radionuclides it is advised to use compact rock samples with their preserved consolidated structure. Various arrangements can be used. One option is to use a simple measuring arrangement, the breakthrough cells as mentioned in Section 2.3. The effective diffusion coefficients can be

It is also possible to collect information on the permeability and self diffusion of water itself

Break-through measurements were carried out with HTO and with anionic long life-time

of c.a. 90 volume in the break-through cells were filled with ground water. The studied 8 mm thick borecore disc samples were obtained from the 570 m depth in the IB-4 borehole. Ground water in one side of the compartments was separately spiked with tracer amounts

These radionuclides emit -radiation, the activities in small amounts of samples (10 microliter) taken regularly from the compartments were determined liquid scintillation detection. As an illustration, the measurements performed in a series with H14CO3-

The top part of the figure shows that after a minor decrease the activity (i.e. the concentration

increase of the concentration of the radionuclide in the ground water in the compartment on the other side of the sample disc. Note that only c.a. 2 % of the total amount of HCO3-

) is constant. The bottom part displays the break-through, the appearance and the

and 125I) and additionally, with H14CO3-

. The compartments

, respectively).

are

and 8 MBq H14CO3-

another option should be applied, namely to perform direct diffusion measurements.

*4.3.2. Measurement of the diffusion coefficient of anionic species and HTO* 

(c ) values from different type measurements (see in [28])

**Table 6.** Effective diffusion coefficients and retention factors ( in Eq. 3) of neutral (HTO) and anionic migrating radionuclides

As for investigations related to the diffusion of iodide anion it should be mentioned that several more extended measurements have also been performed by using -emitting 125I isotope (35.5 keV with half life-time only 60.2 days). The -radiation allows a more easy

detection of the radiating isotope, for example presence and acitivity of 125I in solid samples can directly be measured. The migration behaviour is expected to be the very same as the long half life time fission product 129I (1.7 107 years).

Two additional types of diffusion measurements were performed with 125I. The in-diffusion was measured from spiked groundwater into borecore samples, and concentrations of iodine were determined in slices cut from the end of the solid borecore. In another arrangement the "in situ" conditions were modeled by placing the borecore samples under 100 bar pressure at 50 °C during the period of the measurements. These conditions correspond to the values of the ambient pressure and temperature in a rock located in 1000 m depth (characterising e.g. the former exploratory alpha drift). Two sets samples were used for these measurements, a few one was kept under these conditions for 118, another few for 340 days, the iodine contents were measured in the solid slices of sample borecore afterwards.

The results of the three types of measurements of diffusion coefficient of iodide (the breakthrough, the in-diffusion and the "in situ") were in good correspondence with similar values. Further experimental details and evaluation are described in [29].

As for the general evaluation of measurements with anions, data of Table 6 are in good correlation with the expectations. Namely, water and the anionic iodide exhibit high mobility, with similar *Deff* values. This reflects the lack of interactions with clays. Hydrocarbonate and technetate anions move more slowly. In the first instance some interaction (exchange) may take place between carbonate ions in the solution and in the solid phase. Technetate may move slower due to the larger radius of the hydrated anion. Further on, it is worth comparing these values with the self diffusion coefficients of ions in strong aqueous electrolytes. For this end, the Bruggeman relation should be recalled which establishes connection between the measured effective diffusion coefficient (*Deff*) and the self diffusion constant (*Ds*) through the porosity () [30]:

$$D\_{eff} = \sqrt{\varepsilon^3} \cdot D\_s \cdot \tag{4}$$

Claystone as a Potential Host Rock for Nuclear Waste Storage 75

the order of magnitude of migration distance can be estimated. For illustration, for 99TcO4- (half life-time 2.1 105 years) ca. 1.4 m is the distance, for the longer lifetime 129I (1.7 107 years) ~ 30 m is the distance of spreading within one half lifetime period in Boda Claystone media. These distance values should be considered with precaution. First, only one half lifetime period was considered, the amount of radiation emitting isotopes will be only halved within this period. The second point is our starting precondition, namely the hydraulic flow was neglected. Thus,

Some properties of the other clayrock types considered for final disposal for nuclear wastes were also briefly mentioned in previous section 3.1 (Boom Clay, Opalinus Clay, and Callovo-Oxfordian argillite). Here, at the end of the present section dealing with diffusion constant measurements on Boda Claystone samples, a reference should also be given to an overview, which provides a detailed compilation and description of recent diffusion studies performed in the framework of the EC FUNMIG IP project on all the mentioned four types of clayrocks [32]. In general diffusion data obtained on Boda Claystone suit well within those collected on the other three types of rocks which had been extensively studied and

In the preceeding sections mostly sorption and diffusion properties of fission products were discussed on Boda Claystone samples. To consider the behaviour and interactions of the long life-time actinide components with minerals in Boda Claystone the major component of the high level nuclear wastes, uranium was also investigated in break-through experiments. Uranium is similar to neptunium in respect with the occurence of various oxidation states (as was shown for Np in Figure 2.) Depending on the Eh – pH conditions uranium may be stabilized either in cationic, or in anionic form or as stable neutral precipitate. The U-C-O-H diagram is shown – it can be applied for carbonate containing rocks and in correspondence hydrocarbonate contaning ground water, which is the case for Boda Claystone. Stability regions of iron are also shown and separated in black dashed lines (Figure 12 - based on [4]). The life cycle of the disposal site is also shown in blue (similarly to Np in Fig 2). At the start uranium (or a part of it) may be dissolved in form uranyl ions (UO22+) into the ground water. This species is a cation and prefers to ad- or chemisorb on the clay minerals. After having the site closed the potential decreases, the pH increases – neutral UO2CO3 may precipitate. In a subsequent stage with the further increase of pH negatively charged carbonates can be formed which tend to migrate in the aqueous phase. In the final stage with the decrease of potential the reduction prevails and stable UO2 forms from the various migrating U(VI) uranyl carbonate species (shown as the orange encircled area in Figure 12). In the encircled region Fe2+ Fe3+ redox processes may also proceed, maybe they can be coupled with the

In the corresponding break-through experiments the ground water was saturated with uranyl acetate (using uranium with natural isotope composition, dominant 238U with ca. 1% 235U). The changes of activities of uranium were measured in the compartments of the break-through cells. Furthermore, the distribution of uranium along the path of migration in the bore core

in real cases the distances of migration can be significanly longer.

characterized in the project.

*4.3.3. Break-through studies with uranium* 

mentioned U(VI) U(IV) reduction.

The self diffusion constant for ions in aqueous electrolytes is 1.7 10-9 m2 s-1 [31]. Taking into account the 1.5 – 3 % porosity, the measured *Deff* values correlate well to the self-diffusion constant values characterising the electrolytes in aqueous soulutions. The similarity of the compared values reflects that there is no significant interaction between the anionic component and the minerals of the clay – they diffuse through the rock without any interaction with the pore walls (provided the rock capacity factors are close to zero).

As an upper limit for the velocity of the migration of long life-time isotopes the obtained 10-12 m2 s-1 can be considered. (The cations migrate more slowly since they interact and may became sorbed on the minerals.) As a very rough approximation the

$$\mathbf{x} \approx \sqrt{D\_{\text{eff}} \mathbf{t}} \tag{5}$$

distance (radius) – time relation can be considered within which the radionuclides spread during their life-time. Inserting the long half life-times values into this approaching equation the order of magnitude of migration distance can be estimated. For illustration, for 99TcO4- (half life-time 2.1 105 years) ca. 1.4 m is the distance, for the longer lifetime 129I (1.7 107 years) ~ 30 m is the distance of spreading within one half lifetime period in Boda Claystone media. These distance values should be considered with precaution. First, only one half lifetime period was considered, the amount of radiation emitting isotopes will be only halved within this period. The second point is our starting precondition, namely the hydraulic flow was neglected. Thus, in real cases the distances of migration can be significanly longer.

Some properties of the other clayrock types considered for final disposal for nuclear wastes were also briefly mentioned in previous section 3.1 (Boom Clay, Opalinus Clay, and Callovo-Oxfordian argillite). Here, at the end of the present section dealing with diffusion constant measurements on Boda Claystone samples, a reference should also be given to an overview, which provides a detailed compilation and description of recent diffusion studies performed in the framework of the EC FUNMIG IP project on all the mentioned four types of clayrocks [32]. In general diffusion data obtained on Boda Claystone suit well within those collected on the other three types of rocks which had been extensively studied and characterized in the project.

#### *4.3.3. Break-through studies with uranium*

74 Clay Minerals in Nature – Their Characterization, Modification and Application

were measured in the solid slices of sample borecore afterwards.

diffusion constant (*Ds*) through the porosity () [30]:

values. Further experimental details and evaluation are described in [29].

long half life time fission product 129I (1.7 107 years).

detection of the radiating isotope, for example presence and acitivity of 125I in solid samples can directly be measured. The migration behaviour is expected to be the very same as the

Two additional types of diffusion measurements were performed with 125I. The in-diffusion was measured from spiked groundwater into borecore samples, and concentrations of iodine were determined in slices cut from the end of the solid borecore. In another arrangement the "in situ" conditions were modeled by placing the borecore samples under 100 bar pressure at 50 °C during the period of the measurements. These conditions correspond to the values of the ambient pressure and temperature in a rock located in 1000 m depth (characterising e.g. the former exploratory alpha drift). Two sets samples were used for these measurements, a few one was kept under these conditions for 118, another few for 340 days, the iodine contents

The results of the three types of measurements of diffusion coefficient of iodide (the breakthrough, the in-diffusion and the "in situ") were in good correspondence with similar

As for the general evaluation of measurements with anions, data of Table 6 are in good correlation with the expectations. Namely, water and the anionic iodide exhibit high mobility, with similar *Deff* values. This reflects the lack of interactions with clays. Hydrocarbonate and technetate anions move more slowly. In the first instance some interaction (exchange) may take place between carbonate ions in the solution and in the solid phase. Technetate may move slower due to the larger radius of the hydrated anion. Further on, it is worth comparing these values with the self diffusion coefficients of ions in strong aqueous electrolytes. For this end, the Bruggeman relation should be recalled which establishes connection between the measured effective diffusion coefficient (*Deff*) and the self

> <sup>3</sup> *D D eff <sup>s</sup>*

The self diffusion constant for ions in aqueous electrolytes is 1.7 10-9 m2 s-1 [31]. Taking into account the 1.5 – 3 % porosity, the measured *Deff* values correlate well to the self-diffusion constant values characterising the electrolytes in aqueous soulutions. The similarity of the compared values reflects that there is no significant interaction between the anionic component and the minerals of the clay – they diffuse through the rock without any interaction with the pore walls (provided the rock capacity factors are close to zero).

As an upper limit for the velocity of the migration of long life-time isotopes the obtained 10-12 m2 s-1 can be considered. (The cations migrate more slowly since they interact and may

distance (radius) – time relation can be considered within which the radionuclides spread during their life-time. Inserting the long half life-times values into this approaching equation

became sorbed on the minerals.) As a very rough approximation the

. (4)

*x Dt eff* (5)

In the preceeding sections mostly sorption and diffusion properties of fission products were discussed on Boda Claystone samples. To consider the behaviour and interactions of the long life-time actinide components with minerals in Boda Claystone the major component of the high level nuclear wastes, uranium was also investigated in break-through experiments. Uranium is similar to neptunium in respect with the occurence of various oxidation states (as was shown for Np in Figure 2.) Depending on the Eh – pH conditions uranium may be stabilized either in cationic, or in anionic form or as stable neutral precipitate. The U-C-O-H diagram is shown – it can be applied for carbonate containing rocks and in correspondence hydrocarbonate contaning ground water, which is the case for Boda Claystone. Stability regions of iron are also shown and separated in black dashed lines (Figure 12 - based on [4]).

The life cycle of the disposal site is also shown in blue (similarly to Np in Fig 2). At the start uranium (or a part of it) may be dissolved in form uranyl ions (UO22+) into the ground water. This species is a cation and prefers to ad- or chemisorb on the clay minerals. After having the site closed the potential decreases, the pH increases – neutral UO2CO3 may precipitate. In a subsequent stage with the further increase of pH negatively charged carbonates can be formed which tend to migrate in the aqueous phase. In the final stage with the decrease of potential the reduction prevails and stable UO2 forms from the various migrating U(VI) uranyl carbonate species (shown as the orange encircled area in Figure 12). In the encircled region Fe2+ Fe3+ redox processes may also proceed, maybe they can be coupled with the mentioned U(VI) U(IV) reduction.

In the corresponding break-through experiments the ground water was saturated with uranyl acetate (using uranium with natural isotope composition, dominant 238U with ca. 1% 235U). The changes of activities of uranium were measured in the compartments of the break-through cells. Furthermore, the distribution of uranium along the path of migration in the bore core

76 Clay Minerals in Nature – Their Characterization, Modification and Application

Claystone as a Potential Host Rock for Nuclear Waste Storage 77

**Figure 13.** Changes of concentations of uranium in the two compartments of a break-through cell during ca. 5 years. Top curve is the original solution, the bottom curve is for the opposite compartment.

**Figure 14.** 238U and 235U contents measured in the sample after finishing the 5 year break-through experiment. The left side of sample contacted the uranyl solution. Note the logarithmic scale on the

experimental details of the measurements are described in [33].

The figure illustrates the sensitivity of the method, even the minor uranium component, 235U (a few ppb in the sample, ~ 1 % in the natural uranium component), can convincingly be measured. It is seen that the characteristic longest migration distance was only c.a. 4 mm during the five years duration. (The horizontal sections between 4 and 10 mm distances refer to the 238U and 235U contents present originally in the sample before the start of measurements.) At the first approximation the drops of concentrations/intensities of 238U and 235U can be represented by straight lines in logarithmic scale, thus the decrease can be described some power dependence of distance covered by the migration. Further

A rough estimation can be performed by using the square-root approximation mentioned with Eg (5). Inserting 4 mm and 1900 days into Eq (5), a nominal Deff 10-13 m2 s-1 can be obtained.

vertical axis.

**Figure 12.** The Eh-pH Pourbaix-diagram of uranium. The dashed line represents the possible changes during the life cycle of the repository, the encircled region might be the final stage.

samples was also determined by high sensitivity laser ablation ion-coupled mass spectrometry (LA-ICP-MS) after finishing the experiments and dismounting the break-through cells. The change of concentration (activity) of uranyl ions in dependence of time is shown in Figure 13. Note the long time interval, the samples were kept in the cells for ca. five years.

Primarily the depletion of uranium is seen in the starting solution in Figure 13. In the very first period a sudden drop takes place, c.a. 20 % of uranium disappears from the solution, most probably due to precipitation of carbonates via the HCO3- CO32- equilibrium in the solution, where almost all the carbonates are consumed. After having this fast process finished the amount of uranium had been stabilised for c.a. one year at the 70 – 80 % level of the original concentration. Later on the starting solution is considerably depleted in uranium. Uranium is apparently trapped in the solid borecore disc, simultaneous measurements on liquid samples does not show any sign of through diffusion. Negligible increase of the amount of uranium is detected in samples taken from the opposite compartment of break-through cell (bottom curve in the Figure).

In correspondence, the LA-ICP-MS measurements directly prove the event of trapping. A typical distribution of concentration (intensity) of uranium is shown in Figure 14, which displays the distribution of uranium along the migration path, crossing the borecore dics. (Notice the logarithmic scale on the vertical intensity/concentration axis.)

**Figure 12.** The Eh-pH Pourbaix-diagram of uranium. The dashed line represents the possible changes

samples was also determined by high sensitivity laser ablation ion-coupled mass spectrometry (LA-ICP-MS) after finishing the experiments and dismounting the break-through cells. The change of concentration (activity) of uranyl ions in dependence of time is shown in Figure 13.

Primarily the depletion of uranium is seen in the starting solution in Figure 13. In the very first period a sudden drop takes place, c.a. 20 % of uranium disappears from the solution, most probably due to precipitation of carbonates via the HCO3- CO32- equilibrium in the solution, where almost all the carbonates are consumed. After having this fast process finished the amount of uranium had been stabilised for c.a. one year at the 70 – 80 % level of the original concentration. Later on the starting solution is considerably depleted in uranium. Uranium is apparently trapped in the solid borecore disc, simultaneous measurements on liquid samples does not show any sign of through diffusion. Negligible increase of the amount of uranium is detected in samples taken from the opposite

In correspondence, the LA-ICP-MS measurements directly prove the event of trapping. A typical distribution of concentration (intensity) of uranium is shown in Figure 14, which displays the distribution of uranium along the migration path, crossing the borecore dics.

during the life cycle of the repository, the encircled region might be the final stage.

Note the long time interval, the samples were kept in the cells for ca. five years.

compartment of break-through cell (bottom curve in the Figure).

(Notice the logarithmic scale on the vertical intensity/concentration axis.)

**Figure 13.** Changes of concentations of uranium in the two compartments of a break-through cell during ca. 5 years. Top curve is the original solution, the bottom curve is for the opposite compartment.

**Figure 14.** 238U and 235U contents measured in the sample after finishing the 5 year break-through experiment. The left side of sample contacted the uranyl solution. Note the logarithmic scale on the vertical axis.

The figure illustrates the sensitivity of the method, even the minor uranium component, 235U (a few ppb in the sample, ~ 1 % in the natural uranium component), can convincingly be measured. It is seen that the characteristic longest migration distance was only c.a. 4 mm during the five years duration. (The horizontal sections between 4 and 10 mm distances refer to the 238U and 235U contents present originally in the sample before the start of measurements.) At the first approximation the drops of concentrations/intensities of 238U and 235U can be represented by straight lines in logarithmic scale, thus the decrease can be described some power dependence of distance covered by the migration. Further experimental details of the measurements are described in [33].

A rough estimation can be performed by using the square-root approximation mentioned with Eg (5). Inserting 4 mm and 1900 days into Eq (5), a nominal Deff 10-13 m2 s-1 can be obtained.

This value is less with two orders of magnitude than those obtained for the mobile iodine and HTO, and is less with one order of magnitude obtained for the less mobile hydrocarbonate and technetate (shown in Table 6). Thus this comparison with neutral and anionic species can also be considered as an indirect proof the measurements with uranium. The slow migration of uranium can probably be attributed to more than one single factor. Beside chemisorption of uranyl ions on clay minerals interaction with (hydro)carbonate anions may take place with forming partly immoblie carbonate species (see the Eh-pH diagram in Figure 12). Fe2+/Fe3+ ratios were measured by Mössbauer spectroscopy in the surface layers of the borecore samples after having the uranium break-through measurements finished. They were the same as at the start. In consequence the Fe2+ Fe3+ process coupled with U(VI) UO2 reduction, as mentioned in the introductory part of this section, does not play role [33].

Claystone as a Potential Host Rock for Nuclear Waste Storage 79

colleagues who participated the work in its different stages (J. Megyeri, P. Mell., T. Szarvas, and late L. Riess, at the Institute of Isotopes), and particular thanks are also due to colleagues who contributed to the characterisation of samples by analysing them with specific and unique methods (J.-C. Parneix and M. Perdicakis). The courtesy of PURAM for

[1] Ojovan M.I, Lee W.E, (2005) An Inroduction to Nuclear Waste Immobilisation, Elsevier,

[2] Lieser K H (1997) Nuclear and Radiochemistry: Fundamentals and Applications, VCH,

[3] Extrapolation of Short Term Observations to Time Periods Relevant to the Isolation of LongLived Radioactive Waste, IAEA-TECDOC-1177, IAEA, Vienna, (2000) 104 p. [4] Brookins D G, (1988), Eh-pH Diagrams for Geochemistry, Springer, Berlin 176 p.

[5] Brookins D G (1984) Geochemical Aspects of Radioactive Waste Disposal, Springer,

[6] Stability and Buffering Capacity of the Geosphere for the Long-term Isolation of Radioactive Waste (Application to Argillaceous Media), "Clay Club" Workshop

[9] Altmann S. (2009) RTD Component 3, in: Fundamental Processes of Radionuclide Migration, FUNMIG Workshop Proceedings, (Ed. Buckau G et al.) Forschungszentrum

[10] Dossier 2005 Argile, Safety Evaluation of a Geological Repository (2005) ANDRA 782 p [11] Project Opalinus Clay, Safety Report, NAGRA Technical Report 02-05, (2002) 472 p. [12] Haas J, Péró Cs, (2004), Mesosoic evolution of the Tisza Mega-unit. International Journal

[13] Konrád Gy, Sebe K, Halász A, Babinszki E, (2010), Sedimentology of a Permian playa

[14] Jámbor Á, (1964), Lower Permian formations of the Mecsek Mountains. Manuscript,

[15] Barabás A, Barabás-Stuhl Á, (1998), Stratigraphy of the Permian formations in the Mecsek Mountains and its surroundings. In: Stratigraphy of Geological Formations of Hungary. Mol Plc. and Hung. Geol. Institute, Budapest, pp. 187-215. (In Hungarian.) [16] Summary Report of the Site Characterisation Program of the Boda Siltstone Formation (1998), Vol 4. Ed: Máthé Z., Manuscript, Mecsek Ore Environment Co., Pécs. 76 p. [17] Árkai P, Balogh K, Demény A, Fórizs I, Nagy G, Máthé Z, (2000), Composition, diagenetic and post-diagenetic alterations of a possible radioactive waste repository site: the Boda Albitic Claystone Formation, southern Hungary. Acta Geologica

Karlsruhe, Wissenschaftliche Berichte FZKA 7461, 45 – 82.

Mecsek Ore Environment Company, Pécs (In Hungarian.)

lake: the Boda Claystone Formation, Hungary. Geologos 16: 27-41.

Proceedings, Braunschweig, Germany, Dec. 2003, OECD 2004, NEA 5303, 244 p. [7] Clay in Natural and Engineered Barriers for Radioactive Waste Confinement, Ed: Aranyossy J-F. Special issue of Physics and Chemistry of the Earth, Vol. 32 (2007) 965 p. [8] The Use of Scientific and Technical Results from Underground Research Laboratory Investigations for the Geological Disposal of Radioactive Waste, IAEA-TECDOC-1243,

providing the samples for analysis is also appreciated.

**6. References** 

310 p.

Berlin. 347 p.

Wiley, Weinheim, 460 p.

IAEA, Vienna (2001) 76 p.

of Earth Sciences 93: 297-313.

Hungarica, 43: 351-378.

## **5. Summary**

Certain claystones have been considered as appropriate media for long time isolation of high level nuclear waste depositories. Various interactions between the migrating anionic and/or cationic species of radionuclides with the constituents of minerals may take place. For example, the open, layered structure of clay minerals is advantageous for this purpose resulting in high ad- and chemisorption capacities to retard migration of long life-time radioisotopes. Characteristic related properties of different clayrock formations considered as possible hosts in Europe are briefly mentioned and compared. Boda Claystone is discussed in more detail, diagenesis, lithology and mineralogical properties are described. Results of various specific measurements on claystone samples are presented. Particular attention is devoted to sorption and diffusion measurements performed with anionic fission product and actinide radionuclides. From these results some characteristic distances which can be traversed by these radionuclides in the clay rock during the life time of the depository site are estimated.

## **Author details**

Károly Lázár\* *Centre for Energy Research, Institute of Isotopes, Hungarian Academy of Sciences, Budapest, Hungary* 

Zoltán Máthé *Mecsekérc Plc., Pécs, Hungary* 

## **Acknowledgement**

The research leading to these results has received funding from the European Union's European Atomic Energy Community's (EURATOM) sixth and seventh Framework Programmes under grant agreements FP6-516514 (FUNMIG) and FP7-212287 (ReCosy), respectively. The authors are thankful for the fruitful informations and knowledge provided by the opportunity with the participation in these projects. Special thanks are due to the

<sup>\*</sup> Coresponding Author

colleagues who participated the work in its different stages (J. Megyeri, P. Mell., T. Szarvas, and late L. Riess, at the Institute of Isotopes), and particular thanks are also due to colleagues who contributed to the characterisation of samples by analysing them with specific and unique methods (J.-C. Parneix and M. Perdicakis). The courtesy of PURAM for providing the samples for analysis is also appreciated.

#### **6. References**

78 Clay Minerals in Nature – Their Characterization, Modification and Application

mentioned in the introductory part of this section, does not play role [33].

**5. Summary** 

**Author details** 

Károly Lázár\*

Zoltán Máthé

 \*

*Mecsekérc Plc., Pécs, Hungary* 

**Acknowledgement** 

Coresponding Author

This value is less with two orders of magnitude than those obtained for the mobile iodine and HTO, and is less with one order of magnitude obtained for the less mobile hydrocarbonate and technetate (shown in Table 6). Thus this comparison with neutral and anionic species can also be considered as an indirect proof the measurements with uranium. The slow migration of uranium can probably be attributed to more than one single factor. Beside chemisorption of uranyl ions on clay minerals interaction with (hydro)carbonate anions may take place with forming partly immoblie carbonate species (see the Eh-pH diagram in Figure 12). Fe2+/Fe3+ ratios were measured by Mössbauer spectroscopy in the surface layers of the borecore samples after having the uranium break-through measurements finished. They were the same as at the start. In consequence the Fe2+ Fe3+ process coupled with U(VI) UO2 reduction, as

Certain claystones have been considered as appropriate media for long time isolation of high level nuclear waste depositories. Various interactions between the migrating anionic and/or cationic species of radionuclides with the constituents of minerals may take place. For example, the open, layered structure of clay minerals is advantageous for this purpose resulting in high ad- and chemisorption capacities to retard migration of long life-time radioisotopes. Characteristic related properties of different clayrock formations considered as possible hosts in Europe are briefly mentioned and compared. Boda Claystone is discussed in more detail, diagenesis, lithology and mineralogical properties are described. Results of various specific measurements on claystone samples are presented. Particular attention is devoted to sorption and diffusion measurements performed with anionic fission product and actinide radionuclides. From these results some characteristic distances which can be traversed by these radionuclides in the clay rock during the life time of the depository site are estimated.

*Centre for Energy Research, Institute of Isotopes, Hungarian Academy of Sciences, Budapest, Hungary* 

The research leading to these results has received funding from the European Union's European Atomic Energy Community's (EURATOM) sixth and seventh Framework Programmes under grant agreements FP6-516514 (FUNMIG) and FP7-212287 (ReCosy), respectively. The authors are thankful for the fruitful informations and knowledge provided by the opportunity with the participation in these projects. Special thanks are due to the

	- [18] R-Varga A, Szakmány Gy, Raucsik B, Máthé Z, (2005), Chemical composition, provenance and early diagenetic processes of playa lake deposits from the Boda Siltstone Formation (Upper Permian), SW Hungary. Acta Geol. Hungarica 48: 49-68.

**Chapter 5** 

© 2012 René, licensee InTech. This is an open access chapter distributed under the terms of the Creative Commons Attribution License (http://creativecommons.org/licenses/by/3.0), which permits unrestricted use,

© 2012 René, licensee InTech. licensee InTech. This is a paper distributed under the terms of the Creative Commons Attribution License (http://creativecommons.org/licenses/by/3.0), which permits unrestricted use,

distribution, and reproduction in any medium, provided the original work is properly cited.

distribution, and reproduction in any medium, provided the original work is properly cited.

**Distribution and Origin of Clay Minerals** 

Additional information is available at the end of the chapter

Miloš René

http://dx.doi.org/10.5772/48312

**1. Introduction** 

Republic).

**2. Geological background** 

**During Hydrothermal Alteration of Ore Deposits** 

Hydrothermal alterations of host rocks (granites and metasediments) connected with origin Sn-W and U deposits are often accompanied by origin of chlorite, clay minerals and white mica (muscovite, hydromuscovite, phengite) [1, 2, 3, 4, 5, 6, 7]. Clay minerals originated usually in last stages of these alterations, when temperature of hydrothermal fluids is in range of 50–200 ºC. In area of Central European Variscan belt (Bohemian Massif) occur a few Sn-W- and U-ore deposits in which are evolved altered rocks with highly interested chlorite, clay minerals and white mica assemblages (Fig. 1). This paper is concentrated on description and discussion of chloritization and argillization, originated during alteration of host rocks series at selected Sn-W and U ore deposits in the area of the Bohemian Massif (Czech

The Sn-W greisen deposits are connected with topaz-granite stocks in the Saxothuringian Zone of the Bohemian Massif (Krásno–Horní Slavkov ore district, Cínovec). The Krásno– Horní Slavkov ore district comprises topaz-bearing granite stocks evolved along the southeastern margin of the Krudum granite body in the Slavkovský les Mts. area (Fig. 2). The inner structure of these stocks (Hub, Schnöd and Vysoký Kámen) is well stratified, comprising partly greisenized topaz-albite granites, leucocratic topaz-albite granites and layers of alkali-feldspar syenites. In upper parts of the Hub and Schnöd stocks are evolved topaz-mica greisens, accompanied by partly greisenized topaz-albite granites and distinctly argillitized topaz-albite granites. The highly interested clay mineral assemblage occurs in Sn-W ore spots enclosed in greisens [8] and in argillitized topaz-bearing granites. The Cínovec granite stock is relatively small, elliptical, vertical stratified body occurred in the central part of the Altenberg-Teplice caldera. The borehole CS-1, located in


## **Distribution and Origin of Clay Minerals During Hydrothermal Alteration of Ore Deposits**

Miloš René

80 Clay Minerals in Nature – Their Characterization, Modification and Application

Bulletin of the Hungarian Geological Society, 136: 201-232.

Formation, Ed. Kovács L., Mecsekérc-Puram, Pécs-Paks, (1999) 61 p.

Club" Workshop Proceedings, OECD 2004, NEA 5303. p. 209-224.

Center, 527 p.

series 217: 012053.

data, Electroanalysis, submitted.

Nuclear Chemistry, 268: 405-410

European Geology, 53: 67-78.

Nuclear Chemistry, 268: 411-417

Budapest, Vol 3. 447 p. (in Hungarian)

driven transport in clayrock formations, 27: 463-478.

Physics, 14: 256-262

Physics and Chemistry of the Earth 33: S45-S53.

[18] R-Varga A, Szakmány Gy, Raucsik B, Máthé Z, (2005), Chemical composition, provenance and early diagenetic processes of playa lake deposits from the Boda Siltstone Formation (Upper Permian), SW Hungary. Acta Geol. Hungarica 48: 49-68. [19] R-Varga A, Raucsik B, Szakmány Gy, Máthé Z, (2006), Mineralogical, petrological and geochemical characteristics of the siliciclastic rock types of Boda Siltstone Formation.

[20] Digest on the Results of the Short-term Characterisation of the Boda Claystone

[21] Szűcs I., Csicsák J., Óvári Á., Kovács L., Nagy Z. (2004) Confinement performance of Boda Claystone Formation, Hungary, in: Stability and Buffering Capacity of the Geosphere for the Long-term Isolation of Radioactive Waste (Application to Argillaceous Media), "Clay

[22] Mösssbauer Mineral Handbook (1998) Eds: Stevens J.G. et al., Mössbauer Effect Data

[23] Lázár K, Máthé Z, Földvári M (2010) Various redox conditions in Boda Claystone as reflected in the change of Fe2+/Fe3+ ratio in clay minerals, Journal of Physics: Conference

[24] Perdicakis M, Xu Y L, Lázár K., Máthé Z., Rouillard L., (2012) Voltammetric characterization of Boda Albitic Claystone: Comparison with Mössbauer spectroscopy

[25] Mell P, Megyeri J, Riess L, Máthé Z, Csicsák J, Lázár K (2006) Sorption of Co, Cs, Sr and I onto argillaceous rock as studied by radiotracers, Journal of Radioanalytical and

[26] Sipos P, Németh T, Máthé Z (2010) Preliminary results on the Co, Sr and Cs sorption properties of the analcime-containing rock type of the Boda Siltstone Formation, Central

[27] Fedor F, Hámos G, Jobbik A, Máthé Z, Somodi G, Szűcs I (2008) Laboratory pressure pulse decay permeability measurement of Boda Claystone, Mecsek Mts., SW Hungary,

[28] Lázár K, Megyeri J, Parneix J-C, Máthé Z, Szarvas T, (2009) Diffusion of anionic species (99TcO4-, H14CO3-) and HTO in Boda Claystone borecore samples, in: Fundamental Processes of Radionuclide Migration, FUNMIG Workshop Proceedings, (Ed. Buckau G et al.) Forschungszentrum Karlsruhe, Wissenschaftliche Berichte FZKA 7461, 199 – 204. [29] Mell P, Megyeri J, Riess L, Máthé Z, Hámos G, Lázár K (2006) Diffusion of Sr, Cs, Co and I in argillaceous rock as studied by radiotracers, Journal of Radioanalytical and

[30] Rose D A, (1963) Water movement in porous materials, British Journal of Applied

[31] Erdey Grúz T., Schay G, (1962) Theoretical Physical Chemistry, Tankönyvkiadó,

[32] Altmann S, Tournassat C, Goutelard F, Parneix J-C, Gimmi T, Maes N, (2012) Diffusion-

[33] Lázár K, Megyeri J, Mácsik Zs, Széles É, Máthé Z, (2011) Migration of uranyl ions in Boda Claystone samples, in: Redox Phenomena Controlling Systems, RECOSY 3rd Annual Workshop Proceedings, (Ed. Altmaier M, et al.) KIT Scientific Reports 7603, 91-97

Additional information is available at the end of the chapter

http://dx.doi.org/10.5772/48312

## **1. Introduction**

Hydrothermal alterations of host rocks (granites and metasediments) connected with origin Sn-W and U deposits are often accompanied by origin of chlorite, clay minerals and white mica (muscovite, hydromuscovite, phengite) [1, 2, 3, 4, 5, 6, 7]. Clay minerals originated usually in last stages of these alterations, when temperature of hydrothermal fluids is in range of 50–200 ºC. In area of Central European Variscan belt (Bohemian Massif) occur a few Sn-W- and U-ore deposits in which are evolved altered rocks with highly interested chlorite, clay minerals and white mica assemblages (Fig. 1). This paper is concentrated on description and discussion of chloritization and argillization, originated during alteration of host rocks series at selected Sn-W and U ore deposits in the area of the Bohemian Massif (Czech Republic).

## **2. Geological background**

The Sn-W greisen deposits are connected with topaz-granite stocks in the Saxothuringian Zone of the Bohemian Massif (Krásno–Horní Slavkov ore district, Cínovec). The Krásno– Horní Slavkov ore district comprises topaz-bearing granite stocks evolved along the southeastern margin of the Krudum granite body in the Slavkovský les Mts. area (Fig. 2). The inner structure of these stocks (Hub, Schnöd and Vysoký Kámen) is well stratified, comprising partly greisenized topaz-albite granites, leucocratic topaz-albite granites and layers of alkali-feldspar syenites. In upper parts of the Hub and Schnöd stocks are evolved topaz-mica greisens, accompanied by partly greisenized topaz-albite granites and distinctly argillitized topaz-albite granites. The highly interested clay mineral assemblage occurs in Sn-W ore spots enclosed in greisens [8] and in argillitized topaz-bearing granites. The Cínovec granite stock is relatively small, elliptical, vertical stratified body occurred in the central part of the Altenberg-Teplice caldera. The borehole CS-1, located in

© 2012 René, licensee InTech. This is an open access chapter distributed under the terms of the Creative Commons Attribution License (http://creativecommons.org/licenses/by/3.0), which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited. © 2012 René, licensee InTech. licensee InTech. This is a paper distributed under the terms of the Creative Commons Attribution License (http://creativecommons.org/licenses/by/3.0), which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.

the center of granite stock, transacted lepidolite-bearing granite at the top of the section (about 90 m thick), an intermediate zone of zinnwaldite-bearing granite (thickness about 640 m) and a lower zone of protolithionite-bearing granite to the depth 1596 m. In uppermost part of granite stocks occurs irregular topaz-mica greisen bodies together with flat Sn-W ore veins enriched also in zinnwaldite and quartz. Clay minerals occur usually as filling of small cavities in quartz and/or as filling of small fissures accompanied flat ore veins [9].

Distribution and Origin of Clay Minerals During Hydrothermal Alteration of Ore Deposits 83

Uranium ore deposits with a huge evolved argillization of country rocks occur in some shear zones of the Moldanubian Zone (Rožná–Olší ore district, Okrouhlá Radouň, Zadní Chodov, Vítkov II). The Moldanubian Zone represents a central, deeply eroded part of the Bohemian Massif. Therefore, in present-day section, it is composed dominantly of plutonic and high-grade metamorphic rocks (two-mica and biotite granites of the Moldanubian

batholith, Třebíč pluton and Bor pluton).

**Figure 2.** Geological sketch map of the Krásno–Horní Slavkov ore district.

The Rožná–Olší uranium district lies in the NE part of the Moldanubian Zone of the Bohemian Massif (Fig. 3). The high-grade metamorphic rocks of this zone were overthrust on its NE boundary by the Svratka Crystalline unit and on the easterly located Cadomian Brunovistulian foreland. The high-grade paragneisses of the Moldanubian Zone are subdivided into Monotonous, Varied and Gföhl Unit. The Rožná–Olší ore district is located in the uppermost Gföhl unit. The host rocks of the Rožná U-deposit consist mainly of biotite paragneisses and amphibolites with small bodies of calc-silicate rock, marble, serpentinite and pyroxenite. The subsequent exhumation of these rocks series to middle crustal levels was associated with kilometer-scale isoclinal folding. Longitudinal N–S to NNW–SSE striking ductile shear zones (Rožná and Olší shear zones) dip WSW at an angle of 70–90º

**Figure 1.** Geological sketch map of the Bohemian Massif.

Uranium ore deposits with a huge evolved argillization of country rocks occur in some shear zones of the Moldanubian Zone (Rožná–Olší ore district, Okrouhlá Radouň, Zadní Chodov, Vítkov II). The Moldanubian Zone represents a central, deeply eroded part of the Bohemian Massif. Therefore, in present-day section, it is composed dominantly of plutonic and high-grade metamorphic rocks (two-mica and biotite granites of the Moldanubian batholith, Třebíč pluton and Bor pluton).

82 Clay Minerals in Nature – Their Characterization, Modification and Application

**Figure 1.** Geological sketch map of the Bohemian Massif.

veins [9].

the center of granite stock, transacted lepidolite-bearing granite at the top of the section (about 90 m thick), an intermediate zone of zinnwaldite-bearing granite (thickness about 640 m) and a lower zone of protolithionite-bearing granite to the depth 1596 m. In uppermost part of granite stocks occurs irregular topaz-mica greisen bodies together with flat Sn-W ore veins enriched also in zinnwaldite and quartz. Clay minerals occur usually as filling of small cavities in quartz and/or as filling of small fissures accompanied flat ore

**Figure 2.** Geological sketch map of the Krásno–Horní Slavkov ore district.

The Rožná–Olší uranium district lies in the NE part of the Moldanubian Zone of the Bohemian Massif (Fig. 3). The high-grade metamorphic rocks of this zone were overthrust on its NE boundary by the Svratka Crystalline unit and on the easterly located Cadomian Brunovistulian foreland. The high-grade paragneisses of the Moldanubian Zone are subdivided into Monotonous, Varied and Gföhl Unit. The Rožná–Olší ore district is located in the uppermost Gföhl unit. The host rocks of the Rožná U-deposit consist mainly of biotite paragneisses and amphibolites with small bodies of calc-silicate rock, marble, serpentinite and pyroxenite. The subsequent exhumation of these rocks series to middle crustal levels was associated with kilometer-scale isoclinal folding. Longitudinal N–S to NNW–SSE striking ductile shear zones (Rožná and Olší shear zones) dip WSW at an angle of 70–90º

Distribution and Origin of Clay Minerals During Hydrothermal Alteration of Ore Deposits 85

quartz-sulfide mineralization. Uranium mineralization forms (i) disseminated coffinite>uraninite>U-Zr-silicate ore in chloritized, pyritized, carbonatized, and graphiteenriched cataclastites of longitudinal faults, (ii) uraninite>coffinite ore in carbonate veins, (iii) disseminated coffinite>uraninite in desilicified, albitized, and hematitized gneiss (episyenite) adjacent to longitudinal faults and (iiii) mostly coffinite ore bound to the intersection of the longitudinal structures. Total mine production of the Rožná-Olší ore district was 23,000 tons U with average grade of 0.24 % U. The Rožná uranium deposits is the last recently mined uranium deposit in Central Europe with annual production about

Okrouhlá Radouň uranium deposit is formed by NNW–SSE-striking shear zone occurred on the northeastern margin of the Klenov two-mica granite body in the southern part of the Bohemian Massif. Host-rock series of this ore deposit are formed by high-grade metasediments of the Moldanubian Varied group and peraluminous two-mica granites of the Moldanubian batholith. The shear zone is filled with cataclasites formed by host rocks, altered to clay minerals-rich and chlorite-rich assemblages with uranium mineralization enriched in coffinite, partly also in pitchblende [11, 12, 13]. Uranium ore deposits in the Bor pluton (Zadní Chodov, Vítkov II) are located in N-S to NW-SE shear zones evolved in biotite monzogranites of I/S-type [14, 15]. The hydrothermal alterations associated with uranium mineralization are represented particularly by the removal of quartz, chloritization, albitization, hematitization and origin of younger generations of chlorite and white mica (muscovite, phengite). Shear zones evolved on the west margin of the Bor pluton (Zadní Chodov), on the boundary between granites of the Bor pluton and metasediments of the Moldanubian Zone are distinctly enriched in more generation of chlorite accompanied by

Clay minerals and chlorites were analyzed in polished thin sections using a CAMECA SX 100 electron microprobe working in WDX mode employing the PAP matrix correction program [17] at the Institute of Geology of the Academy of Sciences of the Czech Republic. The operating conditions were 15 kV acceleration voltage, 15 nA beam current, and 1–2 µm beam diameter. Counting times on the peaks were 10–30 seconds depending on the element. Background counts were measured in each case in half the time for peak measurement on both sides of the peak. Calibrations were done using standard sets from SPI. Standards included fluorite (F), jadeite (Na, Al), diopside (Ca), leucite (K), magnetite (Fe), quartz (Si), periclase (Mg), rhodonite (Mn), rutile (Ti), spinel (Cr) and tugtupite (Cl). Detection limits for these elements are as follows: F 0.09–0.15 wt%, other elements 0.03–0.20 wt%. Formulae of chlorite were calculated in relation to 36 (O, OH) atoms per formula unit (apfu), formulae of white mica and illite were calculated in relation to 24 (O, OH) apfu and formulae of clay minerals (kaolinite, smectite) were calculated on the basis of 18 (O, OH). For these calculations was used MINPET software. For calculation of chlorite thermometry was used a

six-component chlorite solid solution model according Walshe (1986) [18].

300 t U [10].

various clay minerals (smectite) [16].

**3. Analytical methods** 

**Figure 3.** Cross section of the Rožná uranium deposit.

and strike parallel to the tectonic contact between the Gföhl unit and the Svratka Crystalline Unit. The main longitudinal faults of the Rožná shear zone are designated as Rožná 1 (R1) and Rožná 4 (R4) and host the main part of the disseminated uranium mineralization. The less strongly mineralized Rožná 2 (R2) and Rožná 3 (R3) fault zones host numerous separate pinnate carbonate veins. Longitudinal fault structures are crosscut and segment by steep, ductile to brittle NW–SE and SW–NE-striking fault zones that host post-uranium carbonatequartz-sulfide mineralization. Uranium mineralization forms (i) disseminated coffinite>uraninite>U-Zr-silicate ore in chloritized, pyritized, carbonatized, and graphiteenriched cataclastites of longitudinal faults, (ii) uraninite>coffinite ore in carbonate veins, (iii) disseminated coffinite>uraninite in desilicified, albitized, and hematitized gneiss (episyenite) adjacent to longitudinal faults and (iiii) mostly coffinite ore bound to the intersection of the longitudinal structures. Total mine production of the Rožná-Olší ore district was 23,000 tons U with average grade of 0.24 % U. The Rožná uranium deposits is the last recently mined uranium deposit in Central Europe with annual production about 300 t U [10].

Okrouhlá Radouň uranium deposit is formed by NNW–SSE-striking shear zone occurred on the northeastern margin of the Klenov two-mica granite body in the southern part of the Bohemian Massif. Host-rock series of this ore deposit are formed by high-grade metasediments of the Moldanubian Varied group and peraluminous two-mica granites of the Moldanubian batholith. The shear zone is filled with cataclasites formed by host rocks, altered to clay minerals-rich and chlorite-rich assemblages with uranium mineralization enriched in coffinite, partly also in pitchblende [11, 12, 13]. Uranium ore deposits in the Bor pluton (Zadní Chodov, Vítkov II) are located in N-S to NW-SE shear zones evolved in biotite monzogranites of I/S-type [14, 15]. The hydrothermal alterations associated with uranium mineralization are represented particularly by the removal of quartz, chloritization, albitization, hematitization and origin of younger generations of chlorite and white mica (muscovite, phengite). Shear zones evolved on the west margin of the Bor pluton (Zadní Chodov), on the boundary between granites of the Bor pluton and metasediments of the Moldanubian Zone are distinctly enriched in more generation of chlorite accompanied by various clay minerals (smectite) [16].

#### **3. Analytical methods**

84 Clay Minerals in Nature – Their Characterization, Modification and Application

**Figure 3.** Cross section of the Rožná uranium deposit.

and strike parallel to the tectonic contact between the Gföhl unit and the Svratka Crystalline Unit. The main longitudinal faults of the Rožná shear zone are designated as Rožná 1 (R1) and Rožná 4 (R4) and host the main part of the disseminated uranium mineralization. The less strongly mineralized Rožná 2 (R2) and Rožná 3 (R3) fault zones host numerous separate pinnate carbonate veins. Longitudinal fault structures are crosscut and segment by steep, ductile to brittle NW–SE and SW–NE-striking fault zones that host post-uranium carbonateClay minerals and chlorites were analyzed in polished thin sections using a CAMECA SX 100 electron microprobe working in WDX mode employing the PAP matrix correction program [17] at the Institute of Geology of the Academy of Sciences of the Czech Republic. The operating conditions were 15 kV acceleration voltage, 15 nA beam current, and 1–2 µm beam diameter. Counting times on the peaks were 10–30 seconds depending on the element. Background counts were measured in each case in half the time for peak measurement on both sides of the peak. Calibrations were done using standard sets from SPI. Standards included fluorite (F), jadeite (Na, Al), diopside (Ca), leucite (K), magnetite (Fe), quartz (Si), periclase (Mg), rhodonite (Mn), rutile (Ti), spinel (Cr) and tugtupite (Cl). Detection limits for these elements are as follows: F 0.09–0.15 wt%, other elements 0.03–0.20 wt%. Formulae of chlorite were calculated in relation to 36 (O, OH) atoms per formula unit (apfu), formulae of white mica and illite were calculated in relation to 24 (O, OH) apfu and formulae of clay minerals (kaolinite, smectite) were calculated on the basis of 18 (O, OH). For these calculations was used MINPET software. For calculation of chlorite thermometry was used a six-component chlorite solid solution model according Walshe (1986) [18].

Major elements in whole rock samples were determined by X-ray fluorescence spectrometry using the PANanalytical Axios Advanced spectrometer at Activation Laboratories Ltd., Ancaster, Canada. Trace elements were determined by ICP MS (a Perkin Elmer Sciex ELAN 6100 ICP mass spectrometer) at Activation Laboratories Ltd., Ancaster, Canada (Table 1). Whole rock samples enriched in clay minerals were used for sampling of clay mineral fractions. The size fraction of clay minerals in size below 4 µm was prepared by conventional sedimentation method. X-ray diffraction (XRD) analysis of clay minerals in clay-size fractions were obtained on untreated, ethylene-glycol solvated and heated samples using a Philips PW 7310 diffractometer with CuK<sup>α</sup> radiation (40 kV, 40 mA) and Ni filter standard set.

Distribution and Origin of Clay Minerals During Hydrothermal Alteration of Ore Deposits 87

wt% Ko-55 R-1 R-2 Re-503 Re-510 OR-99 ZCH-6 SiO2 75.52 51.85 45.76 57.42 53.81 49.42 44.30 TiO2 0.03 1.30 0.98 0.62 0.08 0.30 0.33 Al2O3 13.23 18.36 15.37 18.76 18.35 15.47 9.45 Fe2O3 tot. 1.75 9.24 6.30 4.73 1.23 6.25 12.44 MnO 0.11 0.14 0.15 0.14 0.14 0.07 0.24 MgO 0.20 2.85 2.25 1.50 0.55 2.20 14.97 CaO 1.24 3.69 11.10 8.27 8.39 6.64 1.54 Na2O 0.20 5.95 6.25 7.99 6.24 0.46 0.23 K2O 1.65 1.89 0.97 0.55 1.10 1.38 0.01 P2O5 0.19 0.30 0.21 0.38 0.20 0.29 0.49 L.O.I. 5.40 4.41 9.52 0.33 9.32 17.55 15.81 Total 99.52 99.98 98.86 100.69 99.41 100.03 99.81

U 16 877 833 232 353 436 4553 Th 3 4 6 20 7 8 21 Y 4 33 39 23 11 28 69 Zr 25 243 261 186 51 169 118 Ba 8 456 497 366 388 3 35 Rb 886 88 40 15 55 81 1 Sr 17 230 466 176 296 197 46 La 1.55 12.00 21.00 42.90 11.00 19.10 12.80 Ce 2.13 27.70 44.80 82.70 19.51 40.10 35.10 Pr 0.25 3.85 5.50 9.44 1.94 4.40 5.69 Nd 1.29 17.20 22.70 35.00 7.13 17.10 30.60 Sm 0.40 5.61 5.46 6.53 1.83 4.40 14.40 Eu 0.007 0.65 1.20 1.14 0.066 2.40 7.14 Gd 0.35 6.14 6.25 6.24 1.89 4.40 13.50 Tb 0.09 1.34 1.22 0.83 0.34 0.82 2.72 Dy 0.61 9.13 7.26 4.85 2.45 5.40 15.30 Ho 0.09 1.86 1.47 0.86 0.48 1.10 2.74 Er 0.27 6.10 4.06 2.54 1.45 2.40 7.45 Tm 0.06 0.99 0.67 0.38 0.20 0.44 1.11 Yb 0.36 6.68 4.22 2.25 1.49 3.20 6.90 Lu 0.04 1.03 0.60 0.31 0.22 0.46 0.86 ΣREE 7.50 100.29 126.41 195.97 50.00 105.72 156.31 LaN/YbN 2.91 1.21 ..3.36 12.88 4.96 4.03 1.25 Eu/Eu\* 0.06 0.34 0.63 0.55 0.11 1.67 1.56 Th/U 0.188 0.005 0.007 0.087 0.020 0.018 0.005 **Table 1.** Representative analyses of altered rocks from the Sn-W and U ore deposits of the Bohemian

Ko-55 – argillized topaz-albite granite, Hub stock, Krásno–Horní Slavkov ore district, R-1, R-2 – altered biotite gneiss, Rožná uranium deposit, Re-503 – altered biotite gneiss, Okrouhlá Radouň uranium deposit, Re-510 – altered two-mica granite, Okrouhlá Radouň uranium deposit, OR-99 – altered biotite

ppm

Massif.

## **4. Results**

#### **4.1. Petrology**

The investigation of clay minerals assemblage occurred in Sn-W ore deposits of the Saxothuringian Zone (Bohemian Massif, Czech Republic) was concentrated on assemblages occurring in Sn-W ore pockets and highly argillized topaz-albite granites of the Hub stock (Krásno–Horní Slavkov ore district). The ore pockets are globular or even irregular bodies tens of centimetres in size, with a very high proportion of cassiterite, which are enclosed in topaz-mica greisens. Quartz, Li-micas, fine flakes of white mica (muscovite) and clay minerals (dickite, kaolinite, very rare cookeite) are the accompanying minerals of these ore pockets. Clay minerals matter filling small cavities between a bigger cassiterite grains has a grey appearance being a mixture of dickite, Li-, Al-chlorite (cookeite) with dickite and white mica. The identification of cookeite and illite was performed by X-ray diffraction method.

In highly argillized topaz-albite granites a complex clay minerals assemblage was identified using X-ray diffraction method and microprobe analysis. This very fine-grained assemblage enclosed between bigger grains of quartz, topaz and tables of Li-mica is formed of smectite, illite, kaolinite, dickite, chlorite and corrensite. Corrensite was identified on the basis of 29.2 Å XRD reflection on natural, oriented sample and 31.1 Å reflection after ethylene glycol treatment. These XRD reflections are significant for identification of corrensite [31]. In greisenized topaz-albite granites occurs sometimes also white mica (muscovite, hydromuscovite).

Disseminated uranium mineralization occurred in shear zones of the Rožná, Okrouhlá Radouň, Zadní Chodov and Vítkov uranium deposits comprises usually three stages (preore, ore and post-ore stages). The first two stages are of the late-Variscan age; the last stage is very probably of the post-Variscan age. The pre-ore stage is characterized by a huge occurrence of inherited chlorite originated by chloritization of biotite (chlorite I). In syn-ore stage originated authigenic chlorite (chlorite II), together with authigenic Mg-Fe chlorite (chlorite III) occurred often as filling of small cavities in intensively altered paragneisses (Rožná, Okrouhlá Radouň, Zadní Chodov) and/or in altered granites (Okrouhlá Radouň, Vítkov II). During pre-ore stage originated also as relatively rare mineral white mica


Distribution and Origin of Clay Minerals During Hydrothermal Alteration of Ore Deposits 87

standard set.

**4. Results** 

**4.1. Petrology** 

hydromuscovite).

Major elements in whole rock samples were determined by X-ray fluorescence spectrometry using the PANanalytical Axios Advanced spectrometer at Activation Laboratories Ltd., Ancaster, Canada. Trace elements were determined by ICP MS (a Perkin Elmer Sciex ELAN 6100 ICP mass spectrometer) at Activation Laboratories Ltd., Ancaster, Canada (Table 1). Whole rock samples enriched in clay minerals were used for sampling of clay mineral fractions. The size fraction of clay minerals in size below 4 µm was prepared by conventional sedimentation method. X-ray diffraction (XRD) analysis of clay minerals in clay-size fractions were obtained on untreated, ethylene-glycol solvated and heated samples using a Philips PW 7310 diffractometer with CuK<sup>α</sup> radiation (40 kV, 40 mA) and Ni filter

The investigation of clay minerals assemblage occurred in Sn-W ore deposits of the Saxothuringian Zone (Bohemian Massif, Czech Republic) was concentrated on assemblages occurring in Sn-W ore pockets and highly argillized topaz-albite granites of the Hub stock (Krásno–Horní Slavkov ore district). The ore pockets are globular or even irregular bodies tens of centimetres in size, with a very high proportion of cassiterite, which are enclosed in topaz-mica greisens. Quartz, Li-micas, fine flakes of white mica (muscovite) and clay minerals (dickite, kaolinite, very rare cookeite) are the accompanying minerals of these ore pockets. Clay minerals matter filling small cavities between a bigger cassiterite grains has a grey appearance being a mixture of dickite, Li-, Al-chlorite (cookeite) with dickite and white mica. The identification of cookeite and illite was performed by X-ray diffraction method.

In highly argillized topaz-albite granites a complex clay minerals assemblage was identified using X-ray diffraction method and microprobe analysis. This very fine-grained assemblage enclosed between bigger grains of quartz, topaz and tables of Li-mica is formed of smectite, illite, kaolinite, dickite, chlorite and corrensite. Corrensite was identified on the basis of 29.2 Å XRD reflection on natural, oriented sample and 31.1 Å reflection after ethylene glycol treatment. These XRD reflections are significant for identification of corrensite [31]. In greisenized topaz-albite granites occurs sometimes also white mica (muscovite,

Disseminated uranium mineralization occurred in shear zones of the Rožná, Okrouhlá Radouň, Zadní Chodov and Vítkov uranium deposits comprises usually three stages (preore, ore and post-ore stages). The first two stages are of the late-Variscan age; the last stage is very probably of the post-Variscan age. The pre-ore stage is characterized by a huge occurrence of inherited chlorite originated by chloritization of biotite (chlorite I). In syn-ore stage originated authigenic chlorite (chlorite II), together with authigenic Mg-Fe chlorite (chlorite III) occurred often as filling of small cavities in intensively altered paragneisses (Rožná, Okrouhlá Radouň, Zadní Chodov) and/or in altered granites (Okrouhlá Radouň, Vítkov II). During pre-ore stage originated also as relatively rare mineral white mica

**Table 1.** Representative analyses of altered rocks from the Sn-W and U ore deposits of the Bohemian Massif.

Ko-55 – argillized topaz-albite granite, Hub stock, Krásno–Horní Slavkov ore district, R-1, R-2 – altered biotite gneiss, Rožná uranium deposit, Re-503 – altered biotite gneiss, Okrouhlá Radouň uranium deposit, Re-510 – altered two-mica granite, Okrouhlá Radouň uranium deposit, OR-99 – altered biotite

gneiss, Okrouhlá Radouň uranium deposit, ZCH-6 altered biotite gneiss, Zadní Chodov uranium deposit. REE – rare earth elements, LaN/YbN = LREE/HREE (light rare earth elements/heavy rare earth elements, Eu/Eu\* = EuN/(SmN GdN). Normalising values of chondrites are from Taylor and McLennan [29].

Distribution and Origin of Clay Minerals During Hydrothermal Alteration of Ore Deposits 89

comparison with hydrothermally unaffected gneisses. Higher LREE/HREE ratio (12.8–16.1), i.e. high depletion on HREE was found in graphitised cataclastites from the Rožná uranium deposit, which are characterized by the lowest bulk content of REE (49–98 ppm) (Fig. 6).

**Figure 5.** Chondrite normalized REE patterns for topaz-albite granites and argillized granites from the

**Figure 6.** Chondrite normalized REE patters for hydrothermally altered rocks from the Rožná and Okrouhlá Radouň uranium deposits. Normalising values are from Taylor and McLennan [29].

The geochemistry of altered granites connected with uranium mineralization was studied in the Okrouhlá Radouň and Vítkov II uranium deposits. Hydrothermal alteration of two-mica granites from the southern part of the Okrouhlá Radouň uranium deposit is characterized by a higher Fe2O3/FeO ratio and by a significant depletion in SiO2 contents. Highly altered granites

Krásno–Horní Slavkov ore district. Normalising values are from Taylor and McLennan [29].

(muscovite, hydromuscovite, phengite). For syn-ore stage is origin of various clay minerals (Fe-illite, smectite, kaolinite) significant. Compared with voluminous pre-ore and syn-ore stage alteration, post-ore stage alteration is usually restricted to origin of small authigenic chlorite-carbonate veins and/or veilets and disseminations of chlorite in carbonatized host rocks (chlorite IV). The origin of the youngest chlorite is sometimes accompanied by origin of clay minerals (illite, kaolinite).

## **5. Geochemistry of altered rocks**

The chemical composition of arigillized topaz-albite granites connected with Sn-W mineralization was investigated in area of the Hub stock (Krásno–Horní Slavkov ore district). Argillitized granites are in comparison with original topaz-albite granite enriched in CaO and MgO and depleted in alkalies (Fig. 4). During argillization of topaz-albite granites were also accessory minerals (monazite and zircon) partly dissoluted and argillized granites were depleted in REE (Fig. 5).

**Figure 4.** Plot of Na2O + K2O (wt%) vs. SiO2 (wt%) for arigillized granites from the Krásno–Horní Slavkov ore district.

Geochemistry of altered high-grade metamorphic rocks was studied in the area of the Rožná, Okrouhlá Radouň and Zadní Chodov uranium ore deposits. The distribution of REE in barren, pre-ore altered (desilicified, albitized, hematitized and chloritized) biotite paragneisses of all three examined uranium deposits usually display patterns similar to those of the parent paragneisses. Barren, syn-ore argillized, chloritized and in the Okrouhlá Radouň uranium deposit also strongly carbonatized rocks show significantly lower bulk contents of REE (49–232 ppm) and relatively high LREE/HREE ratios (8.7–17.6) in comparison with hydrothermally unaffected gneisses. Higher LREE/HREE ratio (12.8–16.1), i.e. high depletion on HREE was found in graphitised cataclastites from the Rožná uranium deposit, which are characterized by the lowest bulk content of REE (49–98 ppm) (Fig. 6).

88 Clay Minerals in Nature – Their Characterization, Modification and Application

of clay minerals (illite, kaolinite).

**5. Geochemistry of altered rocks** 

granites were depleted in REE (Fig. 5).

Slavkov ore district.

gneiss, Okrouhlá Radouň uranium deposit, ZCH-6 altered biotite gneiss, Zadní Chodov uranium deposit. REE – rare earth elements, LaN/YbN = LREE/HREE (light rare earth elements/heavy rare earth elements, Eu/Eu\* = EuN/(SmN GdN). Normalising values of chondrites are from Taylor and McLennan [29].

(muscovite, hydromuscovite, phengite). For syn-ore stage is origin of various clay minerals (Fe-illite, smectite, kaolinite) significant. Compared with voluminous pre-ore and syn-ore stage alteration, post-ore stage alteration is usually restricted to origin of small authigenic chlorite-carbonate veins and/or veilets and disseminations of chlorite in carbonatized host rocks (chlorite IV). The origin of the youngest chlorite is sometimes accompanied by origin

The chemical composition of arigillized topaz-albite granites connected with Sn-W mineralization was investigated in area of the Hub stock (Krásno–Horní Slavkov ore district). Argillitized granites are in comparison with original topaz-albite granite enriched in CaO and MgO and depleted in alkalies (Fig. 4). During argillization of topaz-albite granites were also accessory minerals (monazite and zircon) partly dissoluted and argillized

**Figure 4.** Plot of Na2O + K2O (wt%) vs. SiO2 (wt%) for arigillized granites from the Krásno–Horní

Geochemistry of altered high-grade metamorphic rocks was studied in the area of the Rožná, Okrouhlá Radouň and Zadní Chodov uranium ore deposits. The distribution of REE in barren, pre-ore altered (desilicified, albitized, hematitized and chloritized) biotite paragneisses of all three examined uranium deposits usually display patterns similar to those of the parent paragneisses. Barren, syn-ore argillized, chloritized and in the Okrouhlá Radouň uranium deposit also strongly carbonatized rocks show significantly lower bulk contents of REE (49–232 ppm) and relatively high LREE/HREE ratios (8.7–17.6) in

**Figure 5.** Chondrite normalized REE patterns for topaz-albite granites and argillized granites from the Krásno–Horní Slavkov ore district. Normalising values are from Taylor and McLennan [29].

**Figure 6.** Chondrite normalized REE patters for hydrothermally altered rocks from the Rožná and Okrouhlá Radouň uranium deposits. Normalising values are from Taylor and McLennan [29].

The geochemistry of altered granites connected with uranium mineralization was studied in the Okrouhlá Radouň and Vítkov II uranium deposits. Hydrothermal alteration of two-mica granites from the southern part of the Okrouhlá Radouň uranium deposit is characterized by a higher Fe2O3/FeO ratio and by a significant depletion in SiO2 contents. Highly altered granites

typically show high contents of Na2O and usually low contents of K2O. The content of K2O is higher only at the presence of higher amounts of newly originated white mica (muscovite) and/or illite. The later carbonatization of quartz-depleted altered granites is characterized by high contents of CaO and CO2. The hydrothermal alteration of granites is, due to the dissolution of K-feldspar, connected with a depletion in Rb and sometimes also with the evolution of a prominent negative europium anomaly (Eu/Eu\* = 0.11). The higher content of HREE in altered granites is connected with the origin of uranium mineralization and a higher concentration of HREE in coffinite. Chloritization of porphyric biotite granite from the Bor pluton at the Vítkov II uranium deposit are accompanied by the silica removal, which continued during the argillization. A moderate increase in TiO2 and P2O5 contents occurred in the course of the hydrothermal alterations. Contents of A12O3 and Fe2O3 increased during the chloritization and argillization. In the course of chloritization, the content of FeO and MgO increased considerably, which is reflected by the formation of chlorites I richer in iron. The MgO content also increased sizeably during argillization. The content of CaO increases in the granites affected by carbonatization and it decreases in the rocks affected by chloritization and in majority of argillized granites. The content of Na2O increases in the rocks affected by albitization, it is considerably lower in the argillized granites.

Distribution and Origin of Clay Minerals During Hydrothermal Alteration of Ore Deposits 91

wt.% Ro-5 Ro-16 Ro-27 Ra-13 Ra-54 ZCH-1 Vi-18 SiO2 29.81 30.36 31.91 27.47 25.09 27.28 26.03 TiO2 0.36 0.00 1.74 0.04 0.12 0.00 0.11 Al2O3 14.34 16.32 13.97 20.85 20.60 20.40 20.41 Cr2O3 0.02 0.00 0.00 0.01 0.02 0.05 0.00 FeO 33.66 26.75 17.70 22.49 32.95 20.73 25.99 MnO 0.42 0.27 0.31 0.19 0.21 0.15 0.37 MgO 8.77 13.92 19.54 16.40 9.48 19.09 13.95 CaO 0.28 0.27 0.00 0.14 0.04 0.00 0.07 Na2O 0.62 0.00 0.60 0.06 0.00 0.06 0.20 K2O 0.10 0.00 1.31 0.07 0.02 0.04 0.09 F 0.00 0.00 0.00 0.11 0.00 0.00 0.00 Cl 0.00 0.00 0.00 0.00 0.01 0.00 0.00 H2O calc. 10.97 11.41 11.72 11.56 11.03 11.71 11.26 O=(F, Cl) 0.00 0.00 0.00 0.05 0.00 0.00 0.00 Total 99.35 99.32 98.80 99.34 99.57 99.51 98.48

Si4+ 6.52 6.38 6.53 5.67 5.46 5.59 5.54 AlIV 1.48 1.62 1.47 2.33 2.54 2.41 2.46 AlVI 2.21 2.42 1.90 2.75 2.73 2.51 2.26 Ti4+ 0.06 0.00 0.27 0.01 0.02 0.00 0.02 Fe2+ 6.15 4.70 3.03 3.89 5.99 3.55 4.63 Cr2+ 0.00 0.00 0.00 0.00 0.00 0.01 0.00 Mn2+ 0.08 0.05 0.05 0.03 0.04 0.03 0.07 Mg2+ 2.86 4.36 5.96 5.05 3.07 5.83 4.43 Ca2+ 0.07 0.06 0.00 0.03 0.01 0.00 0.02 Na1+ 0.26 0.00 0.24 0.02 0.00 0.02 0.08 K1+ 0.03 0.00 0.34 0.02 0.01 0.01 0.02 F1- 0.00 0.00 0.00 0.14 0.00 0.00 0.00 Cl1- 0.00 0.00 0.00 0.00 0.01 0.00 0.00 OH1- 16 16 16 15.92 16 16 16 O 36 36 36 36 36 36 36 Mg/(Mg + Fe) 0.32 0.48 0.66 0.57 0.34 0.62 0.49 **Table 2.** Representative analyses of chlorites from the Rožná, Okrouhlá Radouň, Zadní Chodov and

Ro-5 – inherited chlorite, ore stage, Rožná, Ro-16 –authigenic chlorite, post-ore stage, Rožná, Ro-27 – inherited to authigenic chlorite, pre-ore stage, Rožná, Ra-13 – authigenic chlorite, ore stage, Okrouhlá Radouň, Ra-54 –inherited chlorite, pre-ore stage, Okrouhlá Radouň, ZCH-1 – inherited

chlorite, pre-ore stage, Zadní Chodov, Vi-18 –inherited chlorite, pre-ore stage, Vítkov II.

 apfu

Vítkov II uranium deposits.

## **6. Composition of chlorite**

In altered paragneisses and granites of above-mentioned uranium ore deposits chlorite occurs usually in four generations (chlorite I, II, III, IV). The main portions of chlorite are formed by inherited chlorite I and inherited to authigenic chlorite II, which occurs in shear zones. These shear zones host the main part of the disseminated uranium mineralization. The chlorite I often preserves the morphology of original biotite, whereas chlorite II forms fluidal aggregates in cataclastites, represented the predominant filling of shear zones. The both later chlorite generations (chlorite III and IV) crystallized in free voids of rocks originated due to quartz dissolution. The composition of these four chlorite generations in individual uranium deposits is quite different. The inherited chlorite of pre-ore and syn-ore stage is pycnochlorite to brunsvigite (Fig. 7, 8, 9).

In the Rožná uranium deposit occurs also Mg-rich inherited to authigenic chlorite (diabantite), which forms fluidal aggregates in shear zones (matrix chlorite). For inherited chlorite from the Rožná uranium deposit is significant relatively high content of Si (up to 7.21 apfu). The content of Si in inherited chlorite from pre-ore stage of the Okrouhlá Radouň, Zadní Chodov and Vítkov II uranium deposits is distinctly lower (4.38–6.44) (Fig. 8, 9). Likewise occur differences in Mg/(Mg + Fe) ratio. Distinctly Fe-enriched inherited chlorites (brunsvigite) occur in shear zones of the Rožná and Okrouhlá Radouň uranium deposits with Mg/(Mg + Fe) ratio from 0.13 to 0.43. However, the inherited to authigenic chlorite from the Rožná uranium deposit is Mgenriched chlorite (diabantite) with Mg/(Mg + Fe) ratio from 0.48 to 0.69 (Fig. 7).

The authigenic chlorites from all these uranium deposits are in comparison with inherited chlorites enriched in Mg. The lower enrichment in Mg displays the authigenic chlorites from the Rožná and Okrouhlá Radouň uranium deposits, whereas high enrichment in Mg


Distribution and Origin of Clay Minerals During Hydrothermal Alteration of Ore Deposits 91

albitization, it is considerably lower in the argillized granites.

stage is pycnochlorite to brunsvigite (Fig. 7, 8, 9).

**6. Composition of chlorite** 

typically show high contents of Na2O and usually low contents of K2O. The content of K2O is higher only at the presence of higher amounts of newly originated white mica (muscovite) and/or illite. The later carbonatization of quartz-depleted altered granites is characterized by high contents of CaO and CO2. The hydrothermal alteration of granites is, due to the dissolution of K-feldspar, connected with a depletion in Rb and sometimes also with the evolution of a prominent negative europium anomaly (Eu/Eu\* = 0.11). The higher content of HREE in altered granites is connected with the origin of uranium mineralization and a higher concentration of HREE in coffinite. Chloritization of porphyric biotite granite from the Bor pluton at the Vítkov II uranium deposit are accompanied by the silica removal, which continued during the argillization. A moderate increase in TiO2 and P2O5 contents occurred in the course of the hydrothermal alterations. Contents of A12O3 and Fe2O3 increased during the chloritization and argillization. In the course of chloritization, the content of FeO and MgO increased considerably, which is reflected by the formation of chlorites I richer in iron. The MgO content also increased sizeably during argillization. The content of CaO increases in the granites affected by carbonatization and it decreases in the rocks affected by chloritization and in majority of argillized granites. The content of Na2O increases in the rocks affected by

In altered paragneisses and granites of above-mentioned uranium ore deposits chlorite occurs usually in four generations (chlorite I, II, III, IV). The main portions of chlorite are formed by inherited chlorite I and inherited to authigenic chlorite II, which occurs in shear zones. These shear zones host the main part of the disseminated uranium mineralization. The chlorite I often preserves the morphology of original biotite, whereas chlorite II forms fluidal aggregates in cataclastites, represented the predominant filling of shear zones. The both later chlorite generations (chlorite III and IV) crystallized in free voids of rocks originated due to quartz dissolution. The composition of these four chlorite generations in individual uranium deposits is quite different. The inherited chlorite of pre-ore and syn-ore

In the Rožná uranium deposit occurs also Mg-rich inherited to authigenic chlorite (diabantite), which forms fluidal aggregates in shear zones (matrix chlorite). For inherited chlorite from the Rožná uranium deposit is significant relatively high content of Si (up to 7.21 apfu). The content of Si in inherited chlorite from pre-ore stage of the Okrouhlá Radouň, Zadní Chodov and Vítkov II uranium deposits is distinctly lower (4.38–6.44) (Fig. 8, 9). Likewise occur differences in Mg/(Mg + Fe) ratio. Distinctly Fe-enriched inherited chlorites (brunsvigite) occur in shear zones of the Rožná and Okrouhlá Radouň uranium deposits with Mg/(Mg + Fe) ratio from 0.13 to 0.43. However, the inherited to authigenic chlorite from the Rožná uranium deposit is Mg-

The authigenic chlorites from all these uranium deposits are in comparison with inherited chlorites enriched in Mg. The lower enrichment in Mg displays the authigenic chlorites from the Rožná and Okrouhlá Radouň uranium deposits, whereas high enrichment in Mg

enriched chlorite (diabantite) with Mg/(Mg + Fe) ratio from 0.48 to 0.69 (Fig. 7).

**Table 2.** Representative analyses of chlorites from the Rožná, Okrouhlá Radouň, Zadní Chodov and Vítkov II uranium deposits.

Ro-5 – inherited chlorite, ore stage, Rožná, Ro-16 –authigenic chlorite, post-ore stage, Rožná, Ro-27 – inherited to authigenic chlorite, pre-ore stage, Rožná, Ra-13 – authigenic chlorite, ore stage, Okrouhlá Radouň, Ra-54 –inherited chlorite, pre-ore stage, Okrouhlá Radouň, ZCH-1 – inherited chlorite, pre-ore stage, Zadní Chodov, Vi-18 –inherited chlorite, pre-ore stage, Vítkov II.

displays chlorites from the West Bohemian uranium deposits (Zadní Chodov, Vítkov II) (Fig. 7, 8, 9). The Mg/(Mg + Fe) ratio for authigenic chlorite from syn-ore and post-ore stage of the Rožná uranium deposit is quite similar (0.45–0.55), whereas the values of this ratio for authigenic chlorite from the Okrouhlá Radouň uranium deposit are partly lower (0.30–0.57). However, the Mg/(Mg + Fe) ratio in authigenic chlorites from the Zadní Chodov and Vítkov II uranium deposits is distinctly higher (0.74–0.88).

Distribution and Origin of Clay Minerals During Hydrothermal Alteration of Ore Deposits 93

**Figure 9.** Classification diagram for chlorite from the Zadní Chodov and Vítkov II uranium deposits

The white mica occurs in altered rocks of the Sn-W and U ore deposits as relatively rare mineral. The majority of white mica has composition of muscovite with variable content of

**Figure 10.** Plot of Fe + Mg (apfu) vs. Si (apfu) for white mica from the Krásno–Horní Slavkov ore

district, Rožná, Okrouhlá Radouň and Vítkov II uranium deposits.

according Hey [30].

**7. Composition of white mica** 

water (hydromuscovite), Fe, Mg, Na and Ca (Table 3, Fig. 10).

**Figure 7.** Classification diagram for chlorite from the Rožná uranium deposit according Hey [30].

From chemical composition of chlorites can be estimated temperatures of hydrothermal alterations in these ore deposits. The used chlorite thermometer for chlorites from pre-ore stage in the Rožná uranium deposit yielded temperatures from 219 ºC to 310 ºC. Authigenic syn-ore chlorites from all four uranium deposits indicate a temperature range from 145 ºC to 210 ºC. Authigenic post-ore chlorites are relatively rare and yielded temperatures for 150 ºC to 170 ºC.

**Figure 8.** Classification diagram for chlorite from the Okrouhlá Radouň uranium deposit according Hey [30].

**Figure 9.** Classification diagram for chlorite from the Zadní Chodov and Vítkov II uranium deposits according Hey [30].

#### **7. Composition of white mica**

92 Clay Minerals in Nature – Their Characterization, Modification and Application

II uranium deposits is distinctly higher (0.74–0.88).

displays chlorites from the West Bohemian uranium deposits (Zadní Chodov, Vítkov II) (Fig. 7, 8, 9). The Mg/(Mg + Fe) ratio for authigenic chlorite from syn-ore and post-ore stage of the Rožná uranium deposit is quite similar (0.45–0.55), whereas the values of this ratio for authigenic chlorite from the Okrouhlá Radouň uranium deposit are partly lower (0.30–0.57). However, the Mg/(Mg + Fe) ratio in authigenic chlorites from the Zadní Chodov and Vítkov

**Figure 7.** Classification diagram for chlorite from the Rožná uranium deposit according Hey [30].

**Figure 8.** Classification diagram for chlorite from the Okrouhlá Radouň uranium deposit according

Hey [30].

From chemical composition of chlorites can be estimated temperatures of hydrothermal alterations in these ore deposits. The used chlorite thermometer for chlorites from pre-ore stage in the Rožná uranium deposit yielded temperatures from 219 ºC to 310 ºC. Authigenic syn-ore chlorites from all four uranium deposits indicate a temperature range from 145 ºC to 210 ºC. Authigenic post-ore chlorites are relatively rare and yielded temperatures for 150 ºC to 170 ºC.

The white mica occurs in altered rocks of the Sn-W and U ore deposits as relatively rare mineral. The majority of white mica has composition of muscovite with variable content of water (hydromuscovite), Fe, Mg, Na and Ca (Table 3, Fig. 10).

**Figure 10.** Plot of Fe + Mg (apfu) vs. Si (apfu) for white mica from the Krásno–Horní Slavkov ore district, Rožná, Okrouhlá Radouň and Vítkov II uranium deposits.


Distribution and Origin of Clay Minerals During Hydrothermal Alteration of Ore Deposits 95

uranium deposit is partly enriched in Fe (up to 0.43 apfu) and Mg (0.11–0.39 apfu). The white mica from this uranium deposit displays also enrichment in Na (0.12–0.22 apfu). The white mica from the Vítkov II uranium deposit has highly variable content of Mg (0.0–0.73 apfu) and analysis with the highest content of Mg can be classified as phengite (Fig. 10).

Chemical composition of clay minerals (illite, kaolinite, smectite, corrensite) was determined only for illite, kaolinite and smectite. Corrensite is distinctly rare mineral, which was not found in thin sections that are analysed by microprobe. Kaolinite and illite were identified by XRD method in all examined deposits. Chemical analyses of these clay minerals were plotted in the M+R3 – 2R3 – 3R2 diagram modified by Velde [19] (Table 4, Fig. 11). However, they are analysed only in argillized granites from the Krásno–Horní Slavkov ore district and in altered rocks from the Rožná and Okrouhlá Radouň uranium deposits. In kaolinite from argillized granites of the Hub stock (Krásno–Horní Slavkov ore district) content of Si is lower (3.45–4.08 apfu) than its content in kaolinite from altered rocks in the Okrouhlá Radouň uranium deposit (4.03–4.17 apfu). Some differences in chemical composition of kaolinite from both ore deposits display also contents of Fe, Mg, Ca and K. In kaolinite from the Krásno–Horní Slavkov Sn-W ore district occur enrichment in Fe (0.02–0.26 apfu), Ca (0.00–0.07 apfu) and K (0.00–0.10 apfu). Contents all these elements in kaolinite from the Okrouhlá Radouň uranium deposit are lower – Fe (0.01–0.08 apfu), Ca (0.01–0.06 apfu) and

**Figure 11.** Plot of M+R3 – 2R3 – 3R2 according Velde [19] for clay minerals from the Krásno–Horní

Slavkov ore district and Okrouhlá Radouň uranium deposit.

**8. Composition of clay minerals** 

94 Clay Minerals in Nature – Their Characterization, Modification and Application

**Table 3.** Representative analyses of white mica and illite from the Krásno––Horní Slavkov ore district, Rožná, Okrouhlá Radouň and Vítkov II uranium deposits.

Hub-27, 30 – muscovite, argillized granite, Krásno–Horní Slavkov ore district, Ro-12 – muscovite, altered gneiss, Rožná uranium deposit, Ra-1, 2 – muscovite, altered two-mica granite, Okrouhlá Radouň uranium deposit, Vi-1, 3 – muscovite, altered biotite granite, Vítkov II uranium deposit, Hub-18, 19 – illite, argillized granite, Krásno–Horní Slavkov ore district, SPO-2 – illite, altered gneiss, Rožná uranium deposit.

The lowest content of Fe (0.01–0.16 apfu), Mg (0.00–0.06 apfu), Na (0.01–0.05 apfu) and Ca (0.00–0.01 apfu) displays muscovite from greisenized topaz-albite granites of the Hub stock (Krásno–Horní Slavkov ore district). Similar low contents of these elements were found in white mica from the Rožná uranium deposit. The white mica from the Okrouhlá Radouň

uranium deposit is partly enriched in Fe (up to 0.43 apfu) and Mg (0.11–0.39 apfu). The white mica from this uranium deposit displays also enrichment in Na (0.12–0.22 apfu). The white mica from the Vítkov II uranium deposit has highly variable content of Mg (0.0–0.73 apfu) and analysis with the highest content of Mg can be classified as phengite (Fig. 10).

#### **8. Composition of clay minerals**

94 Clay Minerals in Nature – Their Characterization, Modification and Application

Rožná, Okrouhlá Radouň and Vítkov II uranium deposits.

 apfu

wt.% Hub-27 Hub-30 Ro-12 Ra-1 Ra-2 Vi-1 Vi-3 Hub-18 Hub-19 SPO-2 SiO2 48.30 48.87 48.82 46.63 45.45 45.96 47.98 50.90 50.94 48.52 TiO2 0.06 0.05 0.00 0.12 0.02 0.32 0.40 0.03 0.01 0.08 Al2O3 34.38 34.69 34.37 35.52 37.23 34.07 33.25 34.83 35.52 26.03 Cr2O3 0.01 0.01 0.00 0.05 0.02 0.00 0.00 0.03 0.00 0.00 FeO 1.41 1.28 0.24 1.48 1.06 0.64 1.05 0.98 1.42 6.82 MnO 0.04 0.06 0.00 0.02 0.08 0.02 0.00 0.19 0.16 0.04 MgO 0.27 0.30 0.56 0.73 0.62 0.54 2.25 0.19 0.28 1.78 CaO 0.05 0.05 0.00 0.01 0.00 2.62 0.00 0.29 0.46 0.15 Na2O 0.16 0.19 0.40 0.69 0.67 0.02 0.26 0.12 0.15 0.06 K2O 10.10 10.21 9.69 10.55 10.78 10.07 10.21 8.32 7.13 9.31 F 0.91 0.90 0.00 0.08 0.03 0.00 0.00 0.31 0.15 0.00 Cl 0.01 0.02 0.00 0.01 0.00 0.00 0.00 0.00 0.03 0.00 H2O calc. 4.08 4.13 4.53 4.49 4.52 4.45 4.53 4.50 4.60 4.30 Total 99.78 100.76 98.61 100.38 100.48 98.71 99.93 100.69 100.85 97.09

Si4+ 6.41 6.42 6.47 6.18 6.02 6.19 6.35 6.57 6.53 6.77 AlIV 1.59 1.58 1.53 1.82 1.98 1.81 1.66 1.43 1.47 1.23 AlVI 3.78 3.79 3.83 3.72 3.82 3.60 3.52 3.86 3.89 3.04 Ti4+ 0.01 0.01 0.00 0.01 0.00 0.03 0.04 0.00 0.00 0.01 Fe2+ 0.16 0.14 0.03 0.16 0.12 0.07 0.12 0.11 0.15 0.80 Cr2+ 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 Mn2+ 0.00 0.01 0.00 0.00 0.01 0.00 0.00 0.02 0.02 0.01 Mg2+ 0.05 0.06 0.11 0.14 0.12 0.11 0.44 0.04 0.05 0.37 Ca2+ 0.01 0.01 0.00 0.00 0.00 0.38 0.00 0.04 0.06 0.02 Na1+ 0.04 0.05 0.10 0.18 0.17 0.01 0.07 0.03 0.04 0.02 K1+ 1.71 1.71 1.64 1.78 1.82 1.73 1.72 1.37 1.17 1.66 OH1- 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 O 24.00 24.00 24.00 24.00 24.00 24.00 24.00 24.00 24.00 24.00 Mg/(Mg + Fe) 0.25 0.30 0.80 0.47 0.51 0.60 0.79 0.26 0.26 0.32 **Table 3.** Representative analyses of white mica and illite from the Krásno––Horní Slavkov ore district,

Hub-27, 30 – muscovite, argillized granite, Krásno–Horní Slavkov ore district, Ro-12 – muscovite, altered gneiss, Rožná uranium deposit, Ra-1, 2 – muscovite, altered two-mica granite, Okrouhlá Radouň uranium deposit, Vi-1, 3 – muscovite, altered biotite granite, Vítkov II uranium deposit, Hub-18, 19 – illite, argillized

The lowest content of Fe (0.01–0.16 apfu), Mg (0.00–0.06 apfu), Na (0.01–0.05 apfu) and Ca (0.00–0.01 apfu) displays muscovite from greisenized topaz-albite granites of the Hub stock (Krásno–Horní Slavkov ore district). Similar low contents of these elements were found in white mica from the Rožná uranium deposit. The white mica from the Okrouhlá Radouň

granite, Krásno–Horní Slavkov ore district, SPO-2 – illite, altered gneiss, Rožná uranium deposit.

Chemical composition of clay minerals (illite, kaolinite, smectite, corrensite) was determined only for illite, kaolinite and smectite. Corrensite is distinctly rare mineral, which was not found in thin sections that are analysed by microprobe. Kaolinite and illite were identified by XRD method in all examined deposits. Chemical analyses of these clay minerals were plotted in the M+R3 – 2R3 – 3R2 diagram modified by Velde [19] (Table 4, Fig. 11). However, they are analysed only in argillized granites from the Krásno–Horní Slavkov ore district and in altered rocks from the Rožná and Okrouhlá Radouň uranium deposits. In kaolinite from argillized granites of the Hub stock (Krásno–Horní Slavkov ore district) content of Si is lower (3.45–4.08 apfu) than its content in kaolinite from altered rocks in the Okrouhlá Radouň uranium deposit (4.03–4.17 apfu). Some differences in chemical composition of kaolinite from both ore deposits display also contents of Fe, Mg, Ca and K. In kaolinite from the Krásno–Horní Slavkov Sn-W ore district occur enrichment in Fe (0.02–0.26 apfu), Ca (0.00–0.07 apfu) and K (0.00–0.10 apfu). Contents all these elements in kaolinite from the Okrouhlá Radouň uranium deposit are lower – Fe (0.01–0.08 apfu), Ca (0.01–0.06 apfu) and

**Figure 11.** Plot of M+R3 – 2R3 – 3R2 according Velde [19] for clay minerals from the Krásno–Horní Slavkov ore district and Okrouhlá Radouň uranium deposit.


Distribution and Origin of Clay Minerals During Hydrothermal Alteration of Ore Deposits 97

ore district is in Mg depleted (0.00–0.07 apfu). Illite from both type deposits is partly enriched in Fe (0.07–0.11 apfu). Smectite from the Krásno–Horní Slavkov ore district is enriched in Fe (0.25 apfu) and Ca (0.15 apfu), whereas smectite from the Okrouhlá Radouň

The associations of chlorites and clay minerals and their chemistry were studied in unconformity-type uranium deposits occurred in Canada [6] and Australia [1, 2]. In these deposits were studied layered silicates in mineralized shear zones, which are evolved in various altered metasediments. In both areas are clay minerals represented predominantly by chlorites and smectites. Authigenic chlorites from unconformity-type uranium deposits occurred in Australia are enriched in Mg [1,2]. The clay minerals assemblage is usually enriched in illite-smectite mixed layer minerals. Illite-smectite mixed layer minerals together with kaolinite and chlorite are characteristic for argillized granitic rocks occurred in uranium ore deposits from the French Massif Central [3]. The temperatures, which were determined by chlorite thermometry in the Rožná, Okrouhlá Radouň and Vítkov II uranium deposits can

be well correlated with temperatures obtained by study of fluid inclusions [10, 20].

*Institute of Rock Structure and Mechanics, v.v.i., Academy of Sciences of the Czech Republic,* 

This study was financially supported by Grant Agency of the Czech Republic (Project No. 205/09/540) and by Ministry of Education, Youth and Sports (Project No. ME10083). The

arigilized greisens of the Krásno–Horní Slavkov ore district [24].

The greisenized and argillized granites connected with Sn-W mineralization are usually enriched in kaolinite and illite [4, 5, 7]. In greisens from Sn-W ore deposits evolved in the Saxothuringian Zone of the Bohemian Massif was also found dickite [9], together with smectite and illite-smectite mixed layer minerals [21]. The cookeite, which was found in cassiterite– enriched pockets in the Krásno–Horní Slavkov ore district [8] occurs also in other tin ore deposits [22]. Temperature of the cookeite origin can be estimated from data on cookeite stability [23] at 270–350 oC. This temperature can be well correlated with temperatures of clay minerals origin in ore pockets obtained by fluid inclusion study [24]. Occurrences of corrensite were recorded usually from hydrothermally altered intermediate to basic volcanic rocks [25, 26, 27]. Similar association of corrensite with kaolinite, illite and mixed-layer illite/smectite was found in granitic cupola of the Montebras, France [28]. According to Velde [19], the thermal stability of corrensite ranges from 180–200 oC to 280 oC. This temperature is in agree with the homogenization temperatures, which were found in quartz-fluorite veinlets occurred in

ore deposit is enriched in Mg (0.45 apfu).

**9. Discussion** 

**Author details** 

*Prague, Czech Republic* 

**Acknowledgement** 

Miloš René

96 Clay Minerals in Nature – Their Characterization, Modification and Application

**Table 4.** Representative analyses of clay minerals from the Krásno–Horní Slavkov ore district and Okrouhlá Radouň uranium deposit.

Hub-13, 30, 36 – kaolinite, argillized granite, Krásno–Horní Slavkov ore district, Ra-12, 15, 16 – kaolinite, argillized gneiss, Okrouhlá Radouň uranium deposit, Ra-13 – smectite, argillized gneiss, Okrouhlá Radouň uranium deposit.

K (0.00–0.08 apfu). However, the content of Mg (0.02–0.45 apfu) is partly higher in kaolinite from the Okrouhlá Radouň ore deposit, whereas kaolinite from the Krásno–Horní Slavkov ore district is in Mg depleted (0.00–0.07 apfu). Illite from both type deposits is partly enriched in Fe (0.07–0.11 apfu). Smectite from the Krásno–Horní Slavkov ore district is enriched in Fe (0.25 apfu) and Ca (0.15 apfu), whereas smectite from the Okrouhlá Radouň ore deposit is enriched in Mg (0.45 apfu).

## **9. Discussion**

96 Clay Minerals in Nature – Their Characterization, Modification and Application

 apfu

Okrouhlá Radouň uranium deposit.

Radouň uranium deposit.

wt.% Hub-13 Hub-30 Hub-36 Ra-12 Ra-15 Ra-16 Ra-13 SiO2 46.80 46.92 39.52 48.38 50.57 47.27 52.05 TiO2 0.00 0.02 0.00 0.02 0.00 0.00 0.00 Al2O3 38.61 38.01 14.06 36.66 30.43 37.32 27.18 Cr2O3 0.01 0.00 0.00 0.00 0.00 0.01 0.02 FeO 0.30 0.23 1.43 0.31 1.10 0.11 1.49 MnO 0.00 0.06 0.11 0.00 0.02 0.06 0.00 MgO 0.07 0.08 0.06 0.46 3.06 0.28 3.49 CaO 0.15 0.08 0.08 0.21 0.58 0.46 0.64 Na2O 0.04 0.05 0.02 0.02 0.01 0.01 0.06 K2O 0.20 0.06 0.36 0.03 0.47 0.01 1.85 F 0.09 0.08 0.00 0.00 0.00 0.00 0.00 Cl 0.00 0.01 0.00 0.01 0.03 0.00 0.05 H2O calc. 13.88 13.80 13.74 13.96 13.82 13.85 13.74 O=(F, Cl) 0.04 0.04 0.00 0.00 0.01 0.00 0.01 Total 100.11 99.36 100.38 100.36 100.08 99.49 100.56

Si4+ 4.03 4.06 3.45 4.16 4.39 4.09 4.54 AlIV 0.00 0.00 0.55 0.00 0.00 0.00 0.00 AlVI 3.92 3.88 4.08 3.71 3.11 3.81 2.79 Ti4+ 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Fe2+ 0.02 0.02 0.10 0.02 0.08 0.01 0.11 Cr2+ 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Mn2+ 0.00 0.00 0.01 0.00 0.00 0.00 0.00 Mg2+ 0.01 0.01 0.01 0.06 0.40 0.04 0.45 Ca2+ 0.01 0.01 0.01 0.02 0.05 0.04 0.06 Na1+ 0.01 0.01 0.00 0.00 0.00 0.00 0.01 K1+ 0.02 0.01 0.04 0.04 0.05 0.01 0.21 F1- 0.05 0.04 0.00 0.00 0.00 0.00 0.00 Cl1- 0.00 0.00 0.00 0.00 0.01 0.00 0.02 OH1- 7.98 7.98 8.00 8.00 8.00 8.00 7.99 O 18.00 18.00 18.00 18.00 18.00 18.00 18.00 Mg/(Mg + Fe) 0.29 0.37 0.07 0.73 0.83 0.82 0.81 **Table 4.** Representative analyses of clay minerals from the Krásno–Horní Slavkov ore district and

Hub-13, 30, 36 – kaolinite, argillized granite, Krásno–Horní Slavkov ore district, Ra-12, 15, 16 – kaolinite, argillized gneiss, Okrouhlá Radouň uranium deposit, Ra-13 – smectite, argillized gneiss, Okrouhlá

K (0.00–0.08 apfu). However, the content of Mg (0.02–0.45 apfu) is partly higher in kaolinite from the Okrouhlá Radouň ore deposit, whereas kaolinite from the Krásno–Horní Slavkov The associations of chlorites and clay minerals and their chemistry were studied in unconformity-type uranium deposits occurred in Canada [6] and Australia [1, 2]. In these deposits were studied layered silicates in mineralized shear zones, which are evolved in various altered metasediments. In both areas are clay minerals represented predominantly by chlorites and smectites. Authigenic chlorites from unconformity-type uranium deposits occurred in Australia are enriched in Mg [1,2]. The clay minerals assemblage is usually enriched in illite-smectite mixed layer minerals. Illite-smectite mixed layer minerals together with kaolinite and chlorite are characteristic for argillized granitic rocks occurred in uranium ore deposits from the French Massif Central [3]. The temperatures, which were determined by chlorite thermometry in the Rožná, Okrouhlá Radouň and Vítkov II uranium deposits can be well correlated with temperatures obtained by study of fluid inclusions [10, 20].

The greisenized and argillized granites connected with Sn-W mineralization are usually enriched in kaolinite and illite [4, 5, 7]. In greisens from Sn-W ore deposits evolved in the Saxothuringian Zone of the Bohemian Massif was also found dickite [9], together with smectite and illite-smectite mixed layer minerals [21]. The cookeite, which was found in cassiterite– enriched pockets in the Krásno–Horní Slavkov ore district [8] occurs also in other tin ore deposits [22]. Temperature of the cookeite origin can be estimated from data on cookeite stability [23] at 270–350 oC. This temperature can be well correlated with temperatures of clay minerals origin in ore pockets obtained by fluid inclusion study [24]. Occurrences of corrensite were recorded usually from hydrothermally altered intermediate to basic volcanic rocks [25, 26, 27]. Similar association of corrensite with kaolinite, illite and mixed-layer illite/smectite was found in granitic cupola of the Montebras, France [28]. According to Velde [19], the thermal stability of corrensite ranges from 180–200 oC to 280 oC. This temperature is in agree with the homogenization temperatures, which were found in quartz-fluorite veinlets occurred in arigilized greisens of the Krásno–Horní Slavkov ore district [24].

## **Author details**

Miloš René *Institute of Rock Structure and Mechanics, v.v.i., Academy of Sciences of the Czech Republic, Prague, Czech Republic* 

## **Acknowledgement**

This study was financially supported by Grant Agency of the Czech Republic (Project No. 205/09/540) and by Ministry of Education, Youth and Sports (Project No. ME10083). The

detailed comment by editor (M. Valaskova) helped to improve the initial draft of the manuscript.

Distribution and Origin of Clay Minerals During Hydrothermal Alteration of Ore Deposits 99

[14] René M (2000) Petrogenesis of the Variscan granites in the western part of the Bohemian

[15] Siebel W, Breiter K, Wendt I, Höhndorf A, Henjes-Kunst F, René M (1999) Petrogenesis of contrasting granitoid pluton in western Bohemia (Czech Republic). Mineral Petrol 65:

[16] Bareš M, Fiala V (1982) Hydrothermogenous clay minerals of some localities in Moldanubian rocks. In: 9th Conf. On Clay Mineralogy and Petrology. Zvolen. pp. 233–

[17] Pouchou JL, Pichoir F (1985) "PAP" (--Z) procedure for improved quantitative microanalysis. In: Armstrong J T, editor Microbeam analysis. San Francisco. San

[18] Walshe J L (1986) A six-component chlorite solid solution model and the conditions of chlorite formation in hydrothermal and geothermal systems. Econ Geol 81: 681–

[19] Velde (1977) Clays and clay minerals in natural and synthetic systems. Amsterdam.

[20] René M (1997) Fluid system of the Vítkov II uranium deposit (Bor pluton, western part

[21] Mach Z (1979) Association of clay minerals with tin-tungsten mineralization in the surroundings of Krásno near Horní Slavkov. Acta Univ Carol Geol 1979: 105–132 (in

[22] Ren Shuang K, Eggleton R A, Walshe L (1988) The formation of hydrothermal cookeite in the breccia pipes of the Ardlethan tin field, New South Wales, Australia. Canad

[23] Vidal O, Goffé B (1991) Cookeite LiAl4(Si3Al)O10(OH)8: Experimental study and the thermodynamical analysis of its compatibility relations in the Li2O–Al2O3–SiO2–H2O

[24] Dolníček Z, René M, Prochaska W, Kovář M (2012): Fluid evolution of the Hub stock, Horní Slavkov–Krásno Sn–W ore district, Bohemian Massif, Czech Republic. Mineral.

[25] Garvie L A J, Metcalfe R (1997) A vein occurrence of co-existing talc, saponite, and

[26] Dekayir A, Amouric M, Olives J (2005) Clay minerals in hydrothermally altered basalts

[27] Jiménez-Millán J, Abad I, Nieto F (2008) Contrasting alteration processes in hydrothermally altered dolerites from the Betic Cordillera, Spain. Clay Minerals 43:

[28] Dudoignon P, Beaufort D, Meunier A (1988) Hydrothermal and supergenne alterations in the granitic cupola of Montebras, Creuse, France. Clays Clay Minerals

of Bohemian massif, Czech republic). Mitt Österr miner Ges 142: 19–20.

Massif. Acta Montana Ser A 15: 67-83.

Francisco Press. pp. 104–106

207-235.

240.

703.

Czech)

267–280.

36: 505–520.

Elsevier. 325 p.

Mineral 26: 407–412.

system. Contrib Mineral Petrol 108: 72-81.

Deposita DOI: 10.1007/s00126-012-0400-0.

corrensite, Builth Wells, Wales. Clay Minerals 32: 223–240.

from Middle Atlas, Marocco. Clay Minerals 40: 67–77.

## **10. References**


[14] René M (2000) Petrogenesis of the Variscan granites in the western part of the Bohemian Massif. Acta Montana Ser A 15: 67-83.

98 Clay Minerals in Nature – Their Characterization, Modification and Application

genetic model. Econ Geol 92: 448–467.

Brunswick. Canad Mineral 16: 223–237.

England. Clay Minerals 36: 585–597.

Montana Ser AB 7: 107-134.

Geomater 2: 1–17.

Republic). Acta Montana Ser A 23: 59-76.

tin mine, Alaska. Econ Geol 55: 1478–1506.

Saskatchewan. Pap Geol Surv Canada 78-1A: 303–315.

greisen. In: Proc 7th Euroclay Conf. Dresden. pp. 757–760.

Czechoslovakia. Acta Univ Carol Geol Suppl 1: 307–317.

hydrothermal mineralization. Mineral Deposita 44: 99-128.

manuscript.

**10. References** 

detailed comment by editor (M. Valaskova) helped to improve the initial draft of the

[1] Beaufort D, Patrier P, Laverret F, Bruneton P, Mondy J, (2005) Clay-alteration associated with Proterozoic unconformity-type uranium deposits in the East Alligator rivers

[2] Nutt C J (1989) Chloritization and associated alteration at the Jabiluka unconformitytype uranium deposit, Northern Territory, Australia. Canad Mineral 27: 41–58. [3] Patrier P, Beaufort D, Bril H, Bonhommé M, Fouillac A M, Aumáitre R (1997) Alteration-mineralization at the Bernardan U deposit (Western Marche, France). The contribution of alteration petrology and crystal chemistry of secondary phases to a new

[4] Pouliot G, Barondeau B, Sauve P, Davis M (1978) Distribution of alteration minerals and metals in the Fire Tower zone at Brunswick tin mines Ltd., Mount Pleasant area, New

[5] Psyrillos A, Mannig D A C, Burley S D (2001) The nature and significance of illite associated with quartz-hematite hydrothermal veins in the St. Austell pluton, Cornwall,

[6] Rimsaite J (1978) Layer silicates and clays in the Rabbit lake uranium deposit,

[7] Sainsbury C L (1960) Metallization and post-mineral hypogene argillization, Lost river

[8] Melka K, Košatka M, Zoubková J (1991) The occurrence of dioctahedral chlorite in

[9] Melka K, Štemprok M (1961) The determination of dickite from Cínovec (Zinnwald),

[10] Kříbek B, Žák K, Dobeš P, Leichmann J, Pudilová M, René M, Scharm B, Scharmová M, Hájek A, Holeczy D, Hein U F, Lehmann B (2009) The Rožná uranium deposit (Bohemian Massif, Czech Republic): shear zone-hosted, late Variscan and post-Variscan

[11] René M, Matějka D, Klečka M (1999) Petrogenesis of granites of the Klenov massif. Acta

[12] René M, Matějka D, Nosek T (2003) Geochemical constraints on the origin of a distinct type of two-mica granites (Deštná – Lásenice type) in the Moldanubian batholith (Czech

[13] René M (2005) Geochemical constraints of hydrothermal alteration of two-mica granites of the Moldanubian batholith at the Okrouhlá Radouň uranium deposit. Acta Geodyn

uranium field, Northern Territory, Australia. Econ Geol 100: 515–536.

	- [29] Taylor S R, McLennan S M (1985) The continental crust: Its composition and evolution. Oxford. Blackwell. 312 p.

**Section 2** 

**Clay Minerals in Soils** 


**Clay Minerals in Soils** 

100 Clay Minerals in Nature – Their Characterization, Modification and Application

Oxford. Blackwell. 312 p.

398.

[29] Taylor S R, McLennan S M (1985) The continental crust: Its composition and evolution.

[31] Bailey S W (1982) Nomenclature for regular interstratifications. Amer Mineral 67: 394–

[30] Hey M H (1954) A new review of the chlorites. Mineral Mag 30: 277–292.

**Chapter 6** 

© 2012 Mile and Mitkova, licensee InTech. This is an open access chapter distributed under the terms of the Creative Commons Attribution License (http://creativecommons.org/licenses/by/3.0), which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.

© 2012 Mile and Mitkova, licensee InTech. This is a paper distributed under the terms of the Creative Commons Attribution License (http://creativecommons.org/licenses/by/3.0), which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.

**Soil Moisture Retention Changes in Terms** 

Markoski Mile and Tatjana Mitkova

influence of different factors and processes.

parent rock or a deposit of surface water.

http://dx.doi.org/10.5772/48098

**1. Introduction** 

primary minerals.

Additional information is available at the end of the chapter

**of Mineralogical Composition of Clays Phase** 

The mineral part of the soil is inherited from the parent material but it modifies under the

The Earth's crust contains almost 100 elements and only 8 of them (O, Si, Al, Fe, Ca, Na, K, and Mg) form 98.5% of the crust and compose the base of the soil body. Most of the soil types contain 60% of all existing minerals where the silicates and aluminosilicates are the most dominating ones. They are present in a form of primary and secondary minerals. The primary minerals originate as a result of igneous, sedimentary, and metamorphic rocks' weathering while the secondary minerals originate as a result of chemical weathering of the

Theoretically, the soil contains all the different types of minerals but the real number and

The clay minerals are large group with common silicate characteristics. According to (Ilić, et al., 1975), these minerals evolve from a surface weathering of the aluminosilicates in the

According to (Kostić, 2000), phyllosilicates (clay minerals) dominate in the clay fraction (<0.002mm or 2 microns) of many soils which affect the physical, physical-chemical, waterphysical and physical-mechanical properties of the soil (plasticity, stickiness, swelling,

The degree the mineralogical composition affects the soil moisture retention depends on the percentage amount and fraction of the clay minerals present in a soil type. The clay particles represent the most active part of the fine earth because of their large external and internal active surface, cation-exchange capacity (CEC) and mineralogical composition (Skorić, 1991).

type of the minerals that constitute one type of a soil is quite limited.

shrinkage, cohesion) and the soil structure and moisture retention as well.

## **Soil Moisture Retention Changes in Terms of Mineralogical Composition of Clays Phase**

Markoski Mile and Tatjana Mitkova

Additional information is available at the end of the chapter

http://dx.doi.org/10.5772/48098

## **1. Introduction**

The mineral part of the soil is inherited from the parent material but it modifies under the influence of different factors and processes.

The Earth's crust contains almost 100 elements and only 8 of them (O, Si, Al, Fe, Ca, Na, K, and Mg) form 98.5% of the crust and compose the base of the soil body. Most of the soil types contain 60% of all existing minerals where the silicates and aluminosilicates are the most dominating ones. They are present in a form of primary and secondary minerals. The primary minerals originate as a result of igneous, sedimentary, and metamorphic rocks' weathering while the secondary minerals originate as a result of chemical weathering of the primary minerals.

Theoretically, the soil contains all the different types of minerals but the real number and type of the minerals that constitute one type of a soil is quite limited.

The clay minerals are large group with common silicate characteristics. According to (Ilić, et al., 1975), these minerals evolve from a surface weathering of the aluminosilicates in the parent rock or a deposit of surface water.

According to (Kostić, 2000), phyllosilicates (clay minerals) dominate in the clay fraction (<0.002mm or 2 microns) of many soils which affect the physical, physical-chemical, waterphysical and physical-mechanical properties of the soil (plasticity, stickiness, swelling, shrinkage, cohesion) and the soil structure and moisture retention as well.

The degree the mineralogical composition affects the soil moisture retention depends on the percentage amount and fraction of the clay minerals present in a soil type. The clay particles represent the most active part of the fine earth because of their large external and internal active surface, cation-exchange capacity (CEC) and mineralogical composition (Skorić, 1991).

Many authors such as Barteli and Peters, Salter et al, Petersen et al. cit. by (Pelivanoska, 1995), state that the increase content in the slightly smaller particles increases the surface of tangency between the solid phase and soil moisture.

Soil Moisture Retention Changes in Terms of Mineralogical Composition of Clays Phase 103

A great heterogeneity appears in the soil cover, too (40 soil types and even more subtypes,

The places where the soil profiles have been dug are marked with GPS coordinates (Figure 1). Fluvisol 41051, 08' 55'' N and 22026, 14' 15'' E; Chernozem 41049, 38' 58'' N and 22000, 45' 29'' E; Vertisol 41049, 06' 42'' N and 22011, 59' 71'' E; , Chromic Luvisol on saprolite 41054, 00' 31'' N and 22015, 57' 59'' E; Albic Luvisol 41042, 41' 65'' N and 22049, 04' 56'' E; Molic Vertic

The following methods were used for analysis of soil materials: mechanical composition was determined with the dispersion of the soil with 1 M solution of Na4P2O7 x 10 H2O. First, 10 g soil sample was put in Erlenmeyer flask, the 25 ml of 1 M Na4P2O7 x 10 H2O solution was poured into the flask, left for 12 hours, and the mixed for six hours. Finally the suspension was sieved through a 0.2 mm sieve into the 1000 ml cylinder and then pipetted - (Škorić, 1986). Fractionation of mechanical elements was done by the international classification of soil texture by Scheffer & Schachtschabel (Mitrikeski & Mitkova, 2006). The pH of the soil solution was determined electrometrically in a water suspension and in a suspension of H2O. The humus content was determined on the basis of the total carbon according to the

Mineralogical composition of clay was determined by diffractometer, brand PHILIPS, type PW 1051 in range 2θ = 50 ÷ 600, at wavelenght radiation (Cu, Kα). Mineralogical composition analysis was done at Mining and Geology Faculty at University of Belgrad, Republic of Serbia. To determine the clay minerals in each soil sample, two products were made, one of

varieties and forms).

**Figure 1.** Location of Profile pits

Tjurin method, modified by Simakov (Orlov et al., 1981).

Gleysol 41020, 45' 63'' N and 21025, 38' 49'' E.

In addition to the mineralogical composition of the clay explanation presented before, the paper researches the influence of the moisture retention given the different levels of tension in soil (starting with 0.1 (pF-2) and going to 15 bar or (pF-4.2), which corresponds to the wilting point). The remaining soil moisture above 15 bar is not available to the plant (Bogdanović, 1973).

According to (Filipovski et al., 1980) the presented model research is based on three moments: (1) the unexplored research in influence of the mineralogical composition of soil retention curves in the recent years; (2) their practical and theoretical importance; and (3) the great importance in the periods with aridity conditions and irrigation conditions.

The clay mineral content and the soil retention curves represent a significant characteristic for each soil horizon, subhorizon or layer and the soil profile as a whole. As a result of the laboratory investigation in the mineralogical composition of many soil types the moisture retention curves are created for each horizon, subhorizon or layer.

We are presenting our research and research made by other authors on the mineralogical composition of clay and how it influences the moisture retention in 6 soil types: *Fluvisol*, *Chernozem*, *Vertisol*, *Chromic Luvisol on saprolite, Albic Luvisol* and *Molic Vertic Gleysol (WRB - 2006,* World Reference Base for Soil Resources).

The water retention curves are very different because the soils have heterogeneous mineral content.

## **2. Material and methods**

The Republic of Macedonia is situated in the central part of the Balkan Peninsula. Its total territory is only 25,700 km2, but it shows a great diversity of natural conditions. Here, as a natural museum, can be seen almost all relief forms, geological formations, climatic influences, plant associations and soil which appear in European. The relief is very heterogeneous, with numerous relief forms, with different expositions and inclinations, and with great differences altitude (from 40 to 2764 m above sea level). In Macedonia, there are numerous geological formations of a very heterogeneous petrographic-mineralogical composition. The mountains are composed of non-calcareous hard rocks, including quartzite and various silicate rocks: acidic, neutral, basic and ultrabasic rocks; as well as of calcareous rocks such as pure limestones, marbles and dolomites. Basins are composed of loose and lightly cemented sediments, and a small quantity of young volcanic rocks. Undulating-hilly terrains in the basins are composed of sea and lake sediments (Mesozoic, Paleogenic, Neogenic, diluvial (superficial) deposits. The sloping terranians consist of colluvial and some fluvioglacial deposits. Macedonia is under the influence of two zonal climates (Mediterranean and temperate – eastern continental) and one local (mountain) climate (Mitkova et. al., 2005).

A great heterogeneity appears in the soil cover, too (40 soil types and even more subtypes, varieties and forms).

The places where the soil profiles have been dug are marked with GPS coordinates (Figure 1). Fluvisol 41051, 08' 55'' N and 22026, 14' 15'' E; Chernozem 41049, 38' 58'' N and 22000, 45' 29'' E; Vertisol 41049, 06' 42'' N and 22011, 59' 71'' E; , Chromic Luvisol on saprolite 41054, 00' 31'' N and 22015, 57' 59'' E; Albic Luvisol 41042, 41' 65'' N and 22049, 04' 56'' E; Molic Vertic Gleysol 41020, 45' 63'' N and 21025, 38' 49'' E.

**Figure 1.** Location of Profile pits

102 Clay Minerals in Nature – Their Characterization, Modification and Application

tangency between the solid phase and soil moisture.

(Bogdanović, 1973).

content.

Many authors such as Barteli and Peters, Salter et al, Petersen et al. cit. by (Pelivanoska, 1995), state that the increase content in the slightly smaller particles increases the surface of

In addition to the mineralogical composition of the clay explanation presented before, the paper researches the influence of the moisture retention given the different levels of tension in soil (starting with 0.1 (pF-2) and going to 15 bar or (pF-4.2), which corresponds to the wilting point). The remaining soil moisture above 15 bar is not available to the plant

According to (Filipovski et al., 1980) the presented model research is based on three moments: (1) the unexplored research in influence of the mineralogical composition of soil retention curves in the recent years; (2) their practical and theoretical importance; and (3) the

The clay mineral content and the soil retention curves represent a significant characteristic for each soil horizon, subhorizon or layer and the soil profile as a whole. As a result of the laboratory investigation in the mineralogical composition of many soil types the moisture

We are presenting our research and research made by other authors on the mineralogical composition of clay and how it influences the moisture retention in 6 soil types: *Fluvisol*, *Chernozem*, *Vertisol*, *Chromic Luvisol on saprolite, Albic Luvisol* and *Molic Vertic Gleysol (WRB -* 

The water retention curves are very different because the soils have heterogeneous mineral

The Republic of Macedonia is situated in the central part of the Balkan Peninsula. Its total territory is only 25,700 km2, but it shows a great diversity of natural conditions. Here, as a natural museum, can be seen almost all relief forms, geological formations, climatic influences, plant associations and soil which appear in European. The relief is very heterogeneous, with numerous relief forms, with different expositions and inclinations, and with great differences altitude (from 40 to 2764 m above sea level). In Macedonia, there are numerous geological formations of a very heterogeneous petrographic-mineralogical composition. The mountains are composed of non-calcareous hard rocks, including quartzite and various silicate rocks: acidic, neutral, basic and ultrabasic rocks; as well as of calcareous rocks such as pure limestones, marbles and dolomites. Basins are composed of loose and lightly cemented sediments, and a small quantity of young volcanic rocks. Undulating-hilly terrains in the basins are composed of sea and lake sediments (Mesozoic, Paleogenic, Neogenic, diluvial (superficial) deposits. The sloping terranians consist of colluvial and some fluvioglacial deposits. Macedonia is under the influence of two zonal climates (Mediterranean and temperate – eastern continental) and one local (mountain)

great importance in the periods with aridity conditions and irrigation conditions.

retention curves are created for each horizon, subhorizon or layer.

*2006,* World Reference Base for Soil Resources).

**2. Material and methods** 

climate (Mitkova et. al., 2005).

The following methods were used for analysis of soil materials: mechanical composition was determined with the dispersion of the soil with 1 M solution of Na4P2O7 x 10 H2O. First, 10 g soil sample was put in Erlenmeyer flask, the 25 ml of 1 M Na4P2O7 x 10 H2O solution was poured into the flask, left for 12 hours, and the mixed for six hours. Finally the suspension was sieved through a 0.2 mm sieve into the 1000 ml cylinder and then pipetted - (Škorić, 1986). Fractionation of mechanical elements was done by the international classification of soil texture by Scheffer & Schachtschabel (Mitrikeski & Mitkova, 2006). The pH of the soil solution was determined electrometrically in a water suspension and in a suspension of H2O. The humus content was determined on the basis of the total carbon according to the Tjurin method, modified by Simakov (Orlov et al., 1981).

Mineralogical composition of clay was determined by diffractometer, brand PHILIPS, type PW 1051 in range 2θ = 50 ÷ 600, at wavelenght radiation (Cu, Kα). Mineralogical composition analysis was done at Mining and Geology Faculty at University of Belgrad, Republic of Serbia. To determine the clay minerals in each soil sample, two products were made, one of

which was untreated, and the filled with glycerin, while the other was annealed at temperatures of 4800 C for the determineted type of clay minerals in the range 2θ = 30÷140 (methods are described by (Đurič, 1999 and 2002).

Soil Moisture Retention Changes in Terms of Mineralogical Composition of Clays Phase 105

**Clay < 0.002mm**

> 13.50 13.10 13.30 11.90

> 30.60 33.10 42.50 37.10

> 38.70 35.60 43.50 42.40 37.70

> 23.80 34.80 37.20 29.20

> 12.90 16.50 31.20 45.10 38.20

> 52.00 55.10 62.00 55.50

**Silt + Clay**

53.70 50.40 51.90 46.90

44.20 46.80 57.50 55.70

54.10 53.60 59.10 65.90 53.10

61.90 74.90 78.50 75.00

54.80 53.10 66.20 47.70 64.80

75.60 73.80 78.50 70.30

**<0.02mm Textural classb**

Loam Loam Loam Sandy loam

Sandy clay loam Sandy clay loam Clay Clay loam

> Loam clay Loam clay Loam clay Loam clay Loam clay

> Loam Clay loam Clay loam Clay loam

> Loam Loam Clay loam Clay loam Clay loam

> > Clay Clay Clay Clay

It is known that clay minerals that are characterized with swelling (smectites, vermiculite) have stronger moisture retention ability than other clay minerals. Warkentin & Meada (1974), Meada & Warkentin (1975), Rausseaux & Warkentin (1976) concluded that amorphous materials such as allophanes (hydratated aluminosilicate minerals) are characterized with

All the factors mentioned show a strong influence in the specific surface area of the soils. The water retention capacity is defined by the total osmotic surface activity (Shainberg et al., 1971). The loamy soils and the clay soils, especially if their clay fractions contain swelling

According to Hillel, (1980) not only the mineralogical composition but also the mechanical

**Silt 0.002- 0.02mm** 

> 40.20 37.30 38.60 35.00

> 13.60 13.70 15.00 18.60

> 15.40 18.00 15.60 23.50 15.60

> 38.10 40.10 41.30 45.80

> 41.90 36.60 35.00 29.60 26.60

> 23.60 18.70 16.50 14.80

minerals are characterized with large active surface and fine pores (Voronin, 1974).

and organic matter content of the soil affects the water- physical relations. In Table 1 we have a presentation of the mechanical composition of soils.

> **Total sand 0.002-2mm**

> > 46.30 49.60 48.10 53.10

> > 55.80 53.20 42.50 44.30

> > 45.90 46.40 40.90 34.10 46.90

> > 38.10 25.10 21.50 25.00

> > 45.20 46.90 33.80 52.30 35.20

> > 24.40 26.20 21.50 29.70

**Depth in cm** 

> 0-20 20-35 35-50 50-70

0-40 40-60 60-90 90-110

0-26 26-54 54-105 105-150 150-165

> 0-15 15-30 30-55 55-70

> 0-8 8-23 23-33 33-44 44-65

0-30 30-65 65-85 85-124

a(WRB – 2006) World Reference Base for Soil Resources

bScheffer & Schachtschabel textural class **Table 1.** Mechanical composition of soils

high moisture retention ability.

**Profile Soils** 

**P1 Fluvisol** 

**P2 Chernozem** 

**P3 Vertisol** 

**Chromic Luvisol on saprolite** 

**P5 Albic Luvisol** 

**P6 Molic Vertic Gleysol** 

**P4** 

**(WRB – 2006)a**

The soil moisture retention at pressures of 0.1 bar (pF-2), 0.33 bar (pF-2.54) and 1 bar (pF-3) was carried out with application of pressure by Bar Extractor (Fig. 2), while the soil moisture retention at higher pressures 2.0 bar (pF-3.3); 6.25 bar (pF-3.90); 11 bar (pF-4.04) and 15 bars (pF-4.2) was carried out with Porous plate extractor (Richards, 1982), described by (Resulović et al., 1971).

**Figure 2.** Preparing soil and placing samples on Bar extractor and Porous plate extractor

### **3. Review of references and discussion**

The soil water retention is a result of two forces: adhesion (soil particles attract the water molecules) and cohesion (mutual attraction of the water molecules). The adhesion is much stronger than the cohesion. The force which retains the water in the soil is called capillary potential and is closely related to the water content. The free flowing water in the soil has a capillary potential equal to zero, a condition where all the soil pores, both capillary and noncapillary, are filled with water. Soil water potential can be determined indirectly by recourse to measurements of soil water content and soil water release or soil moisture characteristic curves that relate volumetric or gravimetric content to soil water potential. The measurement of water potential is widely accepted as fundamental to quantifying both the water status in various media and the energetics of water movement in the soi l- plantatmospheric continuum (Livingston, 1993). Mukaetov (2004) underlines that by decreasing the water content in the soil the value of the capillary potential is increased. In order to assess the humidity of the soil using the capillary potential Schofiled 1935 quot. (Vučić,1987) has proposed the pF values where the force of the water in the soil is expressed on the height of a water column in cm (1 bar = 1063 cm water/cm2). The pF values are affected by the mechanical content and according to the same author, the bigger the participation of the fine fractions the greater the pF values, especially under pressure of 0.33 bars.

It is known that clay minerals that are characterized with swelling (smectites, vermiculite) have stronger moisture retention ability than other clay minerals. Warkentin & Meada (1974), Meada & Warkentin (1975), Rausseaux & Warkentin (1976) concluded that amorphous materials such as allophanes (hydratated aluminosilicate minerals) are characterized with high moisture retention ability.

All the factors mentioned show a strong influence in the specific surface area of the soils. The water retention capacity is defined by the total osmotic surface activity (Shainberg et al., 1971). The loamy soils and the clay soils, especially if their clay fractions contain swelling minerals are characterized with large active surface and fine pores (Voronin, 1974).

According to Hillel, (1980) not only the mineralogical composition but also the mechanical and organic matter content of the soil affects the water- physical relations.


In Table 1 we have a presentation of the mechanical composition of soils.

104 Clay Minerals in Nature – Their Characterization, Modification and Application

(methods are described by (Đurič, 1999 and 2002).

**3. Review of references and discussion** 

(Resulović et al., 1971).

which was untreated, and the filled with glycerin, while the other was annealed at temperatures of 4800 C for the determineted type of clay minerals in the range 2θ = 30÷140

The soil moisture retention at pressures of 0.1 bar (pF-2), 0.33 bar (pF-2.54) and 1 bar (pF-3) was carried out with application of pressure by Bar Extractor (Fig. 2), while the soil moisture retention at higher pressures 2.0 bar (pF-3.3); 6.25 bar (pF-3.90); 11 bar (pF-4.04) and 15 bars (pF-4.2) was carried out with Porous plate extractor (Richards, 1982), described by

The soil water retention is a result of two forces: adhesion (soil particles attract the water molecules) and cohesion (mutual attraction of the water molecules). The adhesion is much stronger than the cohesion. The force which retains the water in the soil is called capillary potential and is closely related to the water content. The free flowing water in the soil has a capillary potential equal to zero, a condition where all the soil pores, both capillary and noncapillary, are filled with water. Soil water potential can be determined indirectly by recourse to measurements of soil water content and soil water release or soil moisture characteristic curves that relate volumetric or gravimetric content to soil water potential. The measurement of water potential is widely accepted as fundamental to quantifying both the water status in various media and the energetics of water movement in the soi l- plantatmospheric continuum (Livingston, 1993). Mukaetov (2004) underlines that by decreasing the water content in the soil the value of the capillary potential is increased. In order to assess the humidity of the soil using the capillary potential Schofiled 1935 quot. (Vučić,1987) has proposed the pF values where the force of the water in the soil is expressed on the height of a water column in cm (1 bar = 1063 cm water/cm2). The pF values are affected by the mechanical content and according to the same author, the bigger the participation of the

**Figure 2.** Preparing soil and placing samples on Bar extractor and Porous plate extractor

fine fractions the greater the pF values, especially under pressure of 0.33 bars.

 a(WRB – 2006) World Reference Base for Soil Resources bScheffer & Schachtschabel textural class

**Table 1.** Mechanical composition of soils

(Maclean & Yager, 1972), (Jamison & Kroth, 1958), (Shaykewich & Zwarich, 1968) and (Heinonen, 1971) studied the effect of the organic matter and the mechanical content over the water retention in several soils throughout U.S., Europe and Asia. The research conducted by (Hollist et al., 1977) confirms that the soil water retention in the West Midlands (United Kingdom) depends mostly on the organic matter and the mineralogy content of the soil.

Soil Moisture Retention Changes in Terms of Mineralogical Composition of Clays Phase 107

Ap

AC C

Amo

determines how much water is retained by the soil at each successively lower matric potential (Topp et al., 1993). They indicate the availability of water capacity in which the upper limit is field water capacity while the lower limit is wilting point. Using the given limits, it is easier to understand when the irrigation would take place and how much water the plant requires. Furthermore, the retention curves are also used to explain the water movement in the soil. Soil water retention curves are useful directly and indirectly as indicators of other soil behavior traits, such as drainage, aeration infiltration, and rooting patterns. Retention curves are the relationship between soil water content and soil water

As a result of the values received from the determination of the soil moisture with ten different tensions (0.1; 0.33; 0.75; 2, 6.25; 11 and 15 bars) we get the retention curves (Fig. 3)

Ap - tillage mineral horizon; Amo- mollic horizon; AC – transitional horizon; C – substrate (parent material)

The retention curves of the profile show that the retention moisture is low (small content of clay and humus). The curves up to tension of 2 bars show quite big slope and afterwards, they are almost horizontal at a tension of 15 bars. Due to the similar mechanic and mineralogy content of the soil, the retention curves do not differ essentially (Filipovski et al., 1980). As a result of the smallest clay content, silt, smectites and humus in the lowest layer

0 2 4 6 8 10 12 14 16

**Tension of soil moisture in the bar**

In Table 3 we have a presentation of the clay mineralogical composition in the chernozem (profile 2). The clay mineralogical composition depends on the stratification of the substrate. Until the depth of 90 cm in the chernozem there is almost the same amount of illite and

potential (matric potential) for soil during a drying phase.

of the soil moisture for profile 1.

**Soil moisture in %**

**Figure 3.** Soil moisture retention curves for Fluvisol

of the soil, it shows the lowest retention.

According to Filipovski, (1996), soil water retention in different tension is in tight correlation with humus, clay, and silt content and mineralogical composition of the clay.

The data for the mineralogy content of the clay within the fluvisol (profile 1, table 2) are showing that it consists of a more minerals. This is a result of both the different mineralogy content of the rocks which when weathering result in clay minerals and the conditions where the weathering takes place (Filipovski et al., 1980).

Results in the Tables (2, 3, 4, 5, 6, 7 and 8) are given semi quantitatively, thus the presence of certain minerals is indicated by plus (+), which indicate the presence of the individual minerals (+++++) > 70%; (++++) = 50-70%; (+++) = 30-50%; (++) = 10-30% and (-) = traces (tr.).


**Table 2.** Chemical properties and clay mineralogical composition of Fluvisol

In this profile, according to the same authors is deposited detritus that comes from the silicate rocks consisting of albite, quartz, sericite, chlorite schists and from the soils over them with an acid reaction. Therefore the fluvisol is richer in kaolinite and illite arising from the sericites. Parts of the slates contain ferromagnesian minerals and their decomposition result in montmorillonite. The clay minerals in profile 1 are represented with the association: kaolinite-illite-montomorillonite.

If we are continuously measuring the tension of the soil moisture and for each tension we are measuring the amount of moisture expressed in volume percentages and then we put the data on coordinates for each horizon, we come to the retention curves. The express the ratio between the attracting forces (tension) and the amount of soil moisture. The soil water retention curves are sometimes called desorption curves, indicating that the measurement determines how much water is retained by the soil at each successively lower matric potential (Topp et al., 1993). They indicate the availability of water capacity in which the upper limit is field water capacity while the lower limit is wilting point. Using the given limits, it is easier to understand when the irrigation would take place and how much water the plant requires. Furthermore, the retention curves are also used to explain the water movement in the soil. Soil water retention curves are useful directly and indirectly as indicators of other soil behavior traits, such as drainage, aeration infiltration, and rooting patterns. Retention curves are the relationship between soil water content and soil water potential (matric potential) for soil during a drying phase.

As a result of the values received from the determination of the soil moisture with ten different tensions (0.1; 0.33; 0.75; 2, 6.25; 11 and 15 bars) we get the retention curves (Fig. 3) of the soil moisture for profile 1.

Ap - tillage mineral horizon; Amo- mollic horizon; AC – transitional horizon; C – substrate (parent material)

**Figure 3.** Soil moisture retention curves for Fluvisol

106 Clay Minerals in Nature – Their Characterization, Modification and Application

where the weathering takes place (Filipovski et al., 1980).

**CaCO3 %** 

> 0.00 0.32 0.47 0.55

**pH in H2O** 

6.40 7.30 7.60 7.80

**Table 2.** Chemical properties and clay mineralogical composition of Fluvisol

**Montmorillonite** 

+ + + + **tr.** 

content of the soil.

**Depth cm** 

0-20 20-35 35-50 50-70 **Organic matter %** 

> 1.40 0.85 0.57 0.26

kaolinite-illite-montomorillonite.

(Maclean & Yager, 1972), (Jamison & Kroth, 1958), (Shaykewich & Zwarich, 1968) and (Heinonen, 1971) studied the effect of the organic matter and the mechanical content over the water retention in several soils throughout U.S., Europe and Asia. The research conducted by (Hollist et al., 1977) confirms that the soil water retention in the West Midlands (United Kingdom) depends mostly on the organic matter and the mineralogy

According to Filipovski, (1996), soil water retention in different tension is in tight correlation

The data for the mineralogy content of the clay within the fluvisol (profile 1, table 2) are showing that it consists of a more minerals. This is a result of both the different mineralogy content of the rocks which when weathering result in clay minerals and the conditions

Results in the Tables (2, 3, 4, 5, 6, 7 and 8) are given semi quantitatively, thus the presence of certain minerals is indicated by plus (+), which indicate the presence of the individual minerals (+++++) > 70%; (++++) = 50-70%; (+++) = 30-50%; (++) = 10-30% and (-) = traces (tr.).

**Chemical properties Clay mineralogical composition** 

**Vermiculite** 


In this profile, according to the same authors is deposited detritus that comes from the silicate rocks consisting of albite, quartz, sericite, chlorite schists and from the soils over them with an acid reaction. Therefore the fluvisol is richer in kaolinite and illite arising from the sericites. Parts of the slates contain ferromagnesian minerals and their decomposition result in montmorillonite. The clay minerals in profile 1 are represented with the association:

If we are continuously measuring the tension of the soil moisture and for each tension we are measuring the amount of moisture expressed in volume percentages and then we put the data on coordinates for each horizon, we come to the retention curves. The express the ratio between the attracting forces (tension) and the amount of soil moisture. The soil water retention curves are sometimes called desorption curves, indicating that the measurement

**Ilite** 

+ + + + + + + + + + + +

**Chlorite** 

+ **tr. tr. tr.**

**Kaolinite** 

+ + + + + + + + + + + + + + + **Quartz** 


**Feldspar** 


with humus, clay, and silt content and mineralogical composition of the clay.

The retention curves of the profile show that the retention moisture is low (small content of clay and humus). The curves up to tension of 2 bars show quite big slope and afterwards, they are almost horizontal at a tension of 15 bars. Due to the similar mechanic and mineralogy content of the soil, the retention curves do not differ essentially (Filipovski et al., 1980). As a result of the smallest clay content, silt, smectites and humus in the lowest layer of the soil, it shows the lowest retention.

In Table 3 we have a presentation of the clay mineralogical composition in the chernozem (profile 2). The clay mineralogical composition depends on the stratification of the substrate. Until the depth of 90 cm in the chernozem there is almost the same amount of illite and

smectites (montmorillonite) and small contents of vermiculite and kaolinite. The illite prevails until the depth of 40 cm, and the smectites (montmorillonite) prevail deeper, at 90 cm (Markoski, 2008).

Soil Moisture Retention Changes in Terms of Mineralogical Composition of Clays Phase 109

Ap

AC

Amo Amo

Furthermore, high values for wilting point are received (pressure of 15 bars). The highest value is found in the Amo horizon (high content of the fraction of physical clay (clay and silt), as well as the presence of bigger number of micro-pores). The retention curves of the profile show that in all the horizons starting from tension of 2 bars, are almost horizontal (Fig. 4). A gradual change in the retention forces can be noticed coming with the change of moisture without jumps. This shows that the division of the soil moisture in different forms cannot be justified with the retention curve because the decrease of the amount of water

When speaking about the mineralogy content of the vertisol we can say that it is equal in the whole depth of the profile (Table 4). It is formed on lacustrine clay sediments and it has inherited the clay minerals from the substrate where all the secondary minerals do not represent products of weathering of the basic rocks only. Between the substrate, the AC horizon and the humus horizon there is no difference; thus the processes of pedogenesis did not change the composition of clay (Jovanov, 2010). It is equaled by the pedoturbation. The equality of the composition of clay in the substrate and the soil is yet another proof for the "lithogenous" character of the vertisols i.e. for its genesis related only to certain substrates rich in smectites (montmorillonite) or such that during weathering were converted mainly to montomorillonite. According to (Dudal, 1956) in the vertisols in Mississippi (U.S.), the smallest fraction (the clay has 2-3 times bigger cation - exchange capacity) contained more montmorillonite than the larger fractions. The presented profile of vertisol is characterized by dominant presence of the montmorillonite and mixed layer minerals (illite montmorillonite) where it prevails. Afterwards, illite, chlorite and kaolinite which are a result of the weathering of different rocks made up the fields above the lacustrine

0 2 4 6 8 10 12 14 16

**Tension of soil moisture in the bar**

does not have big jumps under different tensions.

Ap - tillage mineral horizon; Amo- mollic horizon; AC – transitional horizon

**Figure 4.** Soil moisture retention curves for Chernozem

sediments.

**Soil moistoure in %**


**Table 3.** Chemical properties and clay mineralogical composition of Chernozem

In conditions of layers and lithological discontinuity it is hard to explain the increase of smectities beneath 90 cm. It is most common in other processes (transformation of other minerals or transfer of the minerals). None of the mineral is absolutely dominant, but the bigger representation of the minerals with the type of layers 2:1 (illite, smectite, vermiculite) compared to the minerals with type of layers 1:1 (kaolinite). The 2:1 layers of the mineral in the group of smectities have a bond weak and thus, when moisturized, water molecules and different ions enter between them and they become distant. The montmorillonite has active an internal areas between the layers and the ions and water molecules are adsorbed in the inside and outside (extramicellar and intramicellar adsorption). Due to this the montmorillonite has a high cation-exchange capacity (CEC), high degree of hydration, dispersion, plasticity, viscosity and swelling in humid conditions. When dried, the layers come nearer and the particles are contracting. Montmorillonite under commonly prevailing pH conditions converted to non-expanding hydrous mica – illite. The structure of illite in comparison with montmorillonite has a higher layer charge arising from isomorphous substitution of Al3+ for Si4+ in the tetrahedral sheet and interlayer is occupied by nonhydrated K+ ions. The illite has a lower cation-exchange capacity (CEC) and does not manifest signs of swelling, plasticity or viscosity. Vermiculite is a high-charge 2:1 phyllosilicate clay mineral. It is generally regarded as a weathering product of micas in which the potassium ions between the molecular sheets are replaced by magnesium and iron ions. Vermiculite is also hydrated and somewhat expansible though less so than smectite because of its relatively high charge. As a result, the vermiculite has a bigger cation-exchange capacity (CEC) and similar to the smectites, it manifests swelling, plasticity and viscosity.

The data for the water retention capacity in the chernozem are showing that the biggest value is found in the mollic Amo horizon (bigger content of humus, clay and colloids). Furthermore, high values for wilting point are received (pressure of 15 bars). The highest value is found in the Amo horizon (high content of the fraction of physical clay (clay and silt), as well as the presence of bigger number of micro-pores). The retention curves of the profile show that in all the horizons starting from tension of 2 bars, are almost horizontal (Fig. 4). A gradual change in the retention forces can be noticed coming with the change of moisture without jumps. This shows that the division of the soil moisture in different forms cannot be justified with the retention curve because the decrease of the amount of water does not have big jumps under different tensions.

Ap - tillage mineral horizon; Amo- mollic horizon; AC – transitional horizon

**Figure 4.** Soil moisture retention curves for Chernozem

108 Clay Minerals in Nature – Their Characterization, Modification and Application

**CaCO3 % pH**

0.0 0.0 0.0 17.36 **in H2O** 

7.4 7.4 7.3 8.2

**Table 3.** Chemical properties and clay mineralogical composition of Chernozem

cm (Markoski, 2008).

**Organic matter %**

> 1.64 1.61 1.33 1.17

**Depth cm** 

0-40 40-60 60-90 90-110

and viscosity.

smectites (montmorillonite) and small contents of vermiculite and kaolinite. The illite prevails until the depth of 40 cm, and the smectites (montmorillonite) prevail deeper, at 90

**Chemical properties Clay mineralogical composition** 

**Vermiculite** 

+ + + + **Ilite** 

+ + + + + + + + **Kaolinite** 

+ + + + **Chlorite** 

+ + + **tr**  **Quartz** 


**Smectite** 

+ + + + + + + +

In conditions of layers and lithological discontinuity it is hard to explain the increase of smectities beneath 90 cm. It is most common in other processes (transformation of other minerals or transfer of the minerals). None of the mineral is absolutely dominant, but the bigger representation of the minerals with the type of layers 2:1 (illite, smectite, vermiculite) compared to the minerals with type of layers 1:1 (kaolinite). The 2:1 layers of the mineral in the group of smectities have a bond weak and thus, when moisturized, water molecules and different ions enter between them and they become distant. The montmorillonite has active an internal areas between the layers and the ions and water molecules are adsorbed in the inside and outside (extramicellar and intramicellar adsorption). Due to this the montmorillonite has a high cation-exchange capacity (CEC), high degree of hydration, dispersion, plasticity, viscosity and swelling in humid conditions. When dried, the layers come nearer and the particles are contracting. Montmorillonite under commonly prevailing pH conditions converted to non-expanding hydrous mica – illite. The structure of illite in comparison with montmorillonite has a higher layer charge arising from isomorphous substitution of Al3+ for Si4+ in the tetrahedral sheet and interlayer is occupied by nonhydrated K+ ions. The illite has a lower cation-exchange capacity (CEC) and does not manifest signs of swelling, plasticity or viscosity. Vermiculite is a high-charge 2:1 phyllosilicate clay mineral. It is generally regarded as a weathering product of micas in which the potassium ions between the molecular sheets are replaced by magnesium and iron ions. Vermiculite is also hydrated and somewhat expansible though less so than smectite because of its relatively high charge. As a result, the vermiculite has a bigger cation-exchange capacity (CEC) and similar to the smectites, it manifests swelling, plasticity

The data for the water retention capacity in the chernozem are showing that the biggest value is found in the mollic Amo horizon (bigger content of humus, clay and colloids). When speaking about the mineralogy content of the vertisol we can say that it is equal in the whole depth of the profile (Table 4). It is formed on lacustrine clay sediments and it has inherited the clay minerals from the substrate where all the secondary minerals do not represent products of weathering of the basic rocks only. Between the substrate, the AC horizon and the humus horizon there is no difference; thus the processes of pedogenesis did not change the composition of clay (Jovanov, 2010). It is equaled by the pedoturbation. The equality of the composition of clay in the substrate and the soil is yet another proof for the "lithogenous" character of the vertisols i.e. for its genesis related only to certain substrates rich in smectites (montmorillonite) or such that during weathering were converted mainly to montomorillonite. According to (Dudal, 1956) in the vertisols in Mississippi (U.S.), the smallest fraction (the clay has 2-3 times bigger cation - exchange capacity) contained more montmorillonite than the larger fractions. The presented profile of vertisol is characterized by dominant presence of the montmorillonite and mixed layer minerals (illite montmorillonite) where it prevails. Afterwards, illite, chlorite and kaolinite which are a result of the weathering of different rocks made up the fields above the lacustrine sediments.


Soil Moisture Retention Changes in Terms of Mineralogical Composition of Clays Phase 111

increase of the tension i.e. decrease of the moisture, the plants in these soils are suffering the lack of moisture respectively spending more energy for its reception because it is held with much bigger retention forces. The third characteristic of the curves is that they are relatively close to each other meaning that there is no big difference in the moisture retention between the separate horizons (equal mineralogical content of the soil, homogeneity of the profile).

The profile of the chromic cambisol is composed of andesite breccia rich in volcanic ash and contains a few clay minerals in crystal form. The secondary minerals are a result of the weathering of the primary minerals in the andesites. The volcanic ash mixed with the

In the biggest fractions there are more primary minerals, but only two are dominant – the quartz and the feldspar (together more than 90%), (Table 5). Mostly, quartz is found in the fraction of 0.05 – 0.10 mm. There is a tendency for its decrease in the depth of the profile. Parts of the quarts and feldspar are connected with the fragments of rocks. According to (Filipovski et al., 1980) this points out to the fact that the chromic cambisols usually contain the primary minerals such (quartz) which is resistant to weathering or (feldspars) which are

**Chemical properties Clay mineralogical composition** 

**Vermiculite** 


+ + + + **Chlorite** 


+ + + + **Quartz** 


**Feldspar** 

+ + + + + + + +

**Montmorillonite** 

+ + + +

**Table 5.** Chemical properties and clay mineralogical composition of Chromic Luvisol on saprolite

throughout the whole profile and are equally distributed in the whole depth.

Practically, the mica and ferromagnesian minerals are weathered into secondary minerals. In the lower part of the horizon (B) and the horizon (B)C there are conrections. If we review the mineralogical content of the fraction directly larger than the clay (0.002 – 0.05 mm, Table 6), we can see that the secondary minerals are amorphous and they are dominant

There are no crystal secondary minerals, and the primary ones have the same amount of quartz and feldspar because the breccia is rich in volcanic ash. In the clay fraction the primary minerals are lost meaning that it only contains secondary minerals. It is a result of the weathering of the primary minerals of the substrate, from the basic and neutral rocks. The amorphous minerals are dominant (of the volcanic ash in the substrate) equally distributed throughout the depth. In all the horizons, including the substrate, there are more

breccia resulted in amorphous minerals (Filipovski et al., 1980).

**pH in H2O** 

> 6.3 6.1 6.4 7.5

hardly weathers.

**Organic matter %** 

> 2.65 1.72 1.00 1.12

**CaCO3 %** 

> 0.00 0.00 0.00 1.42

**Depth cm** 

0-15 15-30 30-55 55-70

**Table 4.** Chemical properties and clay mineralogical composition of Vertisol

The vertisol is characterized with several more important characteristics of retention curves (Jovanov, 2010), (Fig. 5).

Ap - tillage mineral horizon; A – humus accumulative horizon; Aca – carbonate/calcareous humus accumulative horizon; AC – transitional horizon; C – substrate (parent material)

**Figure 5.** Soil moisture retention curves for Vertisol

Firstly, due to the high content of clay and its montomorillonite (smectite) character, the moisture retention is very high in the whole depth of the profile. The second characteristic is that the release of moisture during low tension (not bigger than 2 bars) is slow and therefore the curves do not have a big slope, and with a further increase of the tension (15 bars), the curves are almost horizontal, with an insignificant slope. It can be explained with a high percentage of micro-pores through which the water is slowly released. Therefore, with the increase of the tension i.e. decrease of the moisture, the plants in these soils are suffering the lack of moisture respectively spending more energy for its reception because it is held with much bigger retention forces. The third characteristic of the curves is that they are relatively close to each other meaning that there is no big difference in the moisture retention between the separate horizons (equal mineralogical content of the soil, homogeneity of the profile).

110 Clay Minerals in Nature – Their Characterization, Modification and Application

**pH in H2O** 

> 5.8 6.3 7.2 7.6 7.5

**Table 4.** Chemical properties and clay mineralogical composition of Vertisol

**CaCO3 %** 

> 0.00 0.00 0.79 5.06 3.95

horizon; AC – transitional horizon; C – substrate (parent material) **Figure 5.** Soil moisture retention curves for Vertisol

**Chemical properties Clay mineralogical composition** 

**Vermiculite** 


The vertisol is characterized with several more important characteristics of retention curves

Ap - tillage mineral horizon; A – humus accumulative horizon; Aca – carbonate/calcareous humus accumulative

Firstly, due to the high content of clay and its montomorillonite (smectite) character, the moisture retention is very high in the whole depth of the profile. The second characteristic is that the release of moisture during low tension (not bigger than 2 bars) is slow and therefore the curves do not have a big slope, and with a further increase of the tension (15 bars), the curves are almost horizontal, with an insignificant slope. It can be explained with a high percentage of micro-pores through which the water is slowly released. Therefore, with the

0 5 10 15 20

**Tension of soil moisture in the bar**

**Ilite** 

+ + + + + + + + /

**Chlorite** 


+ + + + /

**Quartz** 

**Tr Tr Tr Тr**  /

**Amorphous** 

**minerals** 


Ap A

Aca AC C

**Montmorillonite** 

+ + + + + + + + + + + + + + + + /

**Depth cm** 

0-15 15-77 77-94 94-117 117-145

**Soil moisture in %**

**Organic matter %**

> 3.32 2.19 1.72 0.94 0.33

(Jovanov, 2010), (Fig. 5).

The profile of the chromic cambisol is composed of andesite breccia rich in volcanic ash and contains a few clay minerals in crystal form. The secondary minerals are a result of the weathering of the primary minerals in the andesites. The volcanic ash mixed with the breccia resulted in amorphous minerals (Filipovski et al., 1980).

In the biggest fractions there are more primary minerals, but only two are dominant – the quartz and the feldspar (together more than 90%), (Table 5). Mostly, quartz is found in the fraction of 0.05 – 0.10 mm. There is a tendency for its decrease in the depth of the profile. Parts of the quarts and feldspar are connected with the fragments of rocks. According to (Filipovski et al., 1980) this points out to the fact that the chromic cambisols usually contain the primary minerals such (quartz) which is resistant to weathering or (feldspars) which are hardly weathers.


**Table 5.** Chemical properties and clay mineralogical composition of Chromic Luvisol on saprolite

Practically, the mica and ferromagnesian minerals are weathered into secondary minerals. In the lower part of the horizon (B) and the horizon (B)C there are conrections. If we review the mineralogical content of the fraction directly larger than the clay (0.002 – 0.05 mm, Table 6), we can see that the secondary minerals are amorphous and they are dominant throughout the whole profile and are equally distributed in the whole depth.

There are no crystal secondary minerals, and the primary ones have the same amount of quartz and feldspar because the breccia is rich in volcanic ash. In the clay fraction the primary minerals are lost meaning that it only contains secondary minerals. It is a result of the weathering of the primary minerals of the substrate, from the basic and neutral rocks. The amorphous minerals are dominant (of the volcanic ash in the substrate) equally distributed throughout the depth. In all the horizons, including the substrate, there are more

crystal secondary minerals: illite, kaolinite and montmorillonite (smectite). Mostly there are amorphous minerals and illite equally distributed throughout the depth. In the profile the following associations of the minerals occur: in horizon A, amorphous minerals-illitekaolinite-smectite, and in horizon (B) amorphous minerals-illite-smectite, with insignificant presence of quartz.

Soil Moisture Retention Changes in Terms of Mineralogical Composition of Clays Phase 113

Having in mind that the mineralogy content of the clay is equal throughout the depth, the retention depends on the clay content: the retention differences between separate horizons are followed by the content of the clay. The fall of the retention curves starting from the lower to the upper tensions is big and this, according to (Filipovski et al., 1980) means that a great part of the water is held with a big force by the soil particles and they are hard to be released. The textural differentiation is clearly reflected on the moisture retention: the lowest retention can be seen in horizon A because it contains the least silt, fine clay and clay. The other probes of the horizon (B) have a bigger retention because they contain more than those fractions. The curves on these probes are approximated because they contain almost equal

The albic luvisol is formed on clastic sediments. One part of the clay minerals is inherited by the substrate and in that regard the inherited minerals in the upper layer (horizons A and E) are more equal than those in the lower layer (horizon B). Besides, by leaching the clay not all the clay minerals are leached equally. The montmorillonite (smectite), that has finer particls and is easily peptized, can be leached in bigger amounts compared to other clay minerals

**Chemical properties Clay mineralogical composition** 

**Vermiculite** 

+ + + + + **Tr Tr**

The profile can be divided into three parts depending on the mineralogical content of the clay: upper part (horizons A and E), middle part (upper part of the horizon Bt) and lower part (the lower part of the horizon Bt). It is obvious that the mineralogical content, especially in (horizons A and E) and the upper part of the horizon B is more complex – it contains 6 different minerals, but in lower amount. In the upper part of the profile is dominated we have the prevail of the vermiculite followed by the kaolinite and the illite, and we can find only traces of montmorillonite. It is characteristic that there are many amorphous minerals (sesquioxides of Fe and Al), nearly as the vermiculite. The middle part has the most complex content: it is dominated by the amorphous minerals and followed by almost equal amounts

**Ilite** 

+ + **Tr Tr Tr**

**Chlorite** 


**Kaolinite** 

+ + + + **Tr Tr**

**Ilite vermiculite** 

**mixture mix.mineral** 


**Amorphous minerals** 

+ + + + + + + + + +

**Montmorillonite** 

Tr Tr + + + + +

**Table 7.** Chemical properties and clay mineralogical composition of Albic Luvisol

amount of clay and have the same claymineralogical composition.

**pH in H2O** 

> 6.0 5.3 4.9 4.6 4.6

(Table 7).

**Depth cm** 

0-8 8-23 23-33 33-44 44-65 **Organic matter %** 

> 5.44 1.79 0.80 0.45 0.33

**CaCO3 %** 

> 0.00 0.00 0.00 0.00 0.00


**Table 6.** Mineralogical composition of the soil separate from 0.002 to 0.05 mm

For the retention curves of this soil the most significant is the fact that it is rich in clay and mostly fine clay (under 0.001 mm). The textural differentiation is very clear and this has reflected in the retention curves where the on the graph (Fig. 6) the retention curves are high meaning that the moisture retention is big (a lot of clay and amorphous minerals).

A- humus accumulative horizon; B1- cambic horizon; B2- cambic horizon; B/C – transitional horizon

**Figure 6.** Soil moisture retention curves for Chromic Luvisol on saprolite

Having in mind that the mineralogy content of the clay is equal throughout the depth, the retention depends on the clay content: the retention differences between separate horizons are followed by the content of the clay. The fall of the retention curves starting from the lower to the upper tensions is big and this, according to (Filipovski et al., 1980) means that a great part of the water is held with a big force by the soil particles and they are hard to be released. The textural differentiation is clearly reflected on the moisture retention: the lowest retention can be seen in horizon A because it contains the least silt, fine clay and clay. The other probes of the horizon (B) have a bigger retention because they contain more than those fractions. The curves on these probes are approximated because they contain almost equal amount of clay and have the same claymineralogical composition.

112 Clay Minerals in Nature – Their Characterization, Modification and Application

presence of quartz.

**Depth cm** 

0-15 15-30 30-55 55-70

**Soil moisture in %**

Tr Tr Tr Tr

0 + + + + + +

**Table 6.** Mineralogical composition of the soil separate from 0.002 to 0.05 mm

crystal secondary minerals: illite, kaolinite and montmorillonite (smectite). Mostly there are amorphous minerals and illite equally distributed throughout the depth. In the profile the following associations of the minerals occur: in horizon A, amorphous minerals-illitekaolinite-smectite, and in horizon (B) amorphous minerals-illite-smectite, with insignificant

**Mineralogical composition of the soil separate from 0.002 to 0.05 mm** 

**Kaolinite Hidrobiotit Montmorillonite Vermiculite Chlorite Quartz Feldspar Amorphous** 

+ + + + + + + + + + + + + + + +

For the retention curves of this soil the most significant is the fact that it is rich in clay and mostly fine clay (under 0.001 mm). The textural differentiation is very clear and this has reflected in the retention curves where the on the graph (Fig. 6) the retention curves are high

meaning that the moisture retention is big (a lot of clay and amorphous minerals).

A- humus accumulative horizon; B1- cambic horizon; B2- cambic horizon; B/C – transitional horizon

0 5 10 15 20

**Tension of soil moisture in the bar**

**Figure 6.** Soil moisture retention curves for Chromic Luvisol on saprolite

**minerals** 

+ + + + + + + +

А B1 B2 B/C The albic luvisol is formed on clastic sediments. One part of the clay minerals is inherited by the substrate and in that regard the inherited minerals in the upper layer (horizons A and E) are more equal than those in the lower layer (horizon B). Besides, by leaching the clay not all the clay minerals are leached equally. The montmorillonite (smectite), that has finer particls and is easily peptized, can be leached in bigger amounts compared to other clay minerals (Table 7).


**Table 7.** Chemical properties and clay mineralogical composition of Albic Luvisol

The profile can be divided into three parts depending on the mineralogical content of the clay: upper part (horizons A and E), middle part (upper part of the horizon Bt) and lower part (the lower part of the horizon Bt). It is obvious that the mineralogical content, especially in (horizons A and E) and the upper part of the horizon B is more complex – it contains 6 different minerals, but in lower amount. In the upper part of the profile is dominated we have the prevail of the vermiculite followed by the kaolinite and the illite, and we can find only traces of montmorillonite. It is characteristic that there are many amorphous minerals (sesquioxides of Fe and Al), nearly as the vermiculite. The middle part has the most complex content: it is dominated by the amorphous minerals and followed by almost equal amounts

of kaolinite, vermiculite, illite-vermiculite, chlorite and it also appears in the montmorillonite. In the lower part of the profile the composition is less complex: it contains mostly amorphous minerals and montmorillonite (due to the bistratified and the upper translocation), followed by the illite-vermiculite, and there are only traces of the other minerals. The content of the illite decreases and of the smectite is increased in the depth of the profile.

Soil Moisture Retention Changes in Terms of Mineralogical Composition of Clays Phase 115

When describing the mineralogical content of the clay in the molic vertic gleysol we used data by (Mukaetov, 2004) and we would like to underline that the sediments in the valley where the soil were formed have been created during the Quarter. This means that they are very young and the geo-chemical processes did not reach the high degree of weathering of minerals. Besides, the same author claims that the proluvial - deluvial deposits that derive from the surrounding tops are heterogeneous in their composition and consist of granite, gneiss, schists,

The molic vertic gleysol is a homogenous soil that in the bigger part of the year are saturated with the maximum water capacity. In its biochemical activity in neutral and alkali environment, the plants take up the bigger part of the potassium of mica and illite. The pushing of the potassium from the interlayer of illite leads to creation of the so-called "open illite". This is a phase of minerals arising from vermiculite or smectites. According to (Kostić, 2000)replacing K+ with Mg2+ ions which have a smaller dimension, but are significantly more hydratated led to creation of vermiculite. During the formation of smectites the balance is established by introducing water molecules and protons (Hydronium H3O+ ion) and the so-called transformative smectite is received. The partial leaching of the potassium from the interlayer of mica within the chlorites leads to creation of the inter-stratified minerals in the soil. This can be proved with the presence of mixed layer of layered silicates of the type chlorite - smectite, as well as of illite –smectite. The presence of chlorite is confirmed. The chlorite is slowly weathering in the low reductive conditions of the environment. Furthermore, there is a significant presence of plagioclase of the type of albite (Na-plagioclase). The biggest part of orthoclase (K - feldspar) was alternated into kaolinite as a result of the pushing out of the potassium with the biochemical processes of the swamp plants in the low drained conditions of the environment and with water of the saturated gley soil. The presence of the amphiboles and chlorite (ferromagnesian minerals) which are easily weathered in well - drained soils at oxygen conditions of the environment confirm the previous statement for the low aeration of the soil.

We can see a dominant presence of the montmorillonite (smectites) in the upper part of the soil. In the lower part the content of the montmorillonite and amorphous minerals is almost equal (Table 8). It is obvious that this soil contains a lot of minerals that are characterized

**Chemical properties Clay mineralogical composition** 

**Vermiculite** 


**Ilite** 

**Tr Tr**  + +

**Chlorite** 


**Kaolinite** 

**Tr Tr Tr Tr**

**Amorphous** 

**minerals** 

+ + + + + +

**Montmorillonite** 

+ + + + + + + + + + +

**Table 8.** Chemical properties and clay mineralogical composition of Molic Vertic Gleysol

with high degree of water retention.

**CaCO3 %** 

> 0.0 0.0 0.0 0.0

**pH in H2O** 

> 6.6 6.9 6.6 6.4

**Organic matter %** 

> 3.22 1.22 1.59 1.38

**Depth cm** 

0-10 10-17 17-34 34-80

as well as marbles and limestone rocks (limestone and lesser degree of dolomite).

According to the data for the content of the organic matter the content of the total and fine clay and its mineralogical composition (Filipovski et al., 1980) we are discussing a bistratified profile where the horizons A and E are formed by one, and the horizon Bt by another layer.

The retention curves (Fig. 7) show the strong differentiation of the profile. The content of the amorphous minerals does not influence this differentiation because their content is equal throughout the depth of the soil. (Filipovski et al., 1980) explain this with the bistratified profile and with the pedogenesis processes.

A – humus accumulative horizon; E- albic (eluvial) horizon; B1t-illuvial horizon, modif. (argillic); B2t-illuvial horizon, modif. (argillic); B3t-illuvial horizon, modif. (argillic);

#### **Figure 7.** Soil moisture retention curves for Albic Luvisol

The retention curves are grouped in mostly three groups. The lowest retention can be found in the E horizon (it contains the lowest amount of clay and much less humus compared to horizon A). In the second group we have the upper part of the horizon Bt (it contains more clay compared to horizon E), and here we can mention horizon A (the same characteristics as the horizon E, but with bigger content of humus). It is familiar that the humus has high retention. In the third group, the biggest retention is reserved for the lower part of the horizon Bt (it contains mostly clay dominated by the montmorillonite that is characterized with a high retention of moisture). The ration of the water retention in horizon E to that one in horizon Bt, under tension of 15 bars is 1 : 2.84.

When describing the mineralogical content of the clay in the molic vertic gleysol we used data by (Mukaetov, 2004) and we would like to underline that the sediments in the valley where the soil were formed have been created during the Quarter. This means that they are very young and the geo-chemical processes did not reach the high degree of weathering of minerals. Besides, the same author claims that the proluvial - deluvial deposits that derive from the surrounding tops are heterogeneous in their composition and consist of granite, gneiss, schists, as well as marbles and limestone rocks (limestone and lesser degree of dolomite).

114 Clay Minerals in Nature – Their Characterization, Modification and Application

profile and with the pedogenesis processes.

illite decreases and of the smectite is increased in the depth of the profile.

A – humus accumulative horizon; E- albic (eluvial) horizon; B1t-illuvial horizon, modif. (argillic);

The retention curves are grouped in mostly three groups. The lowest retention can be found in the E horizon (it contains the lowest amount of clay and much less humus compared to horizon A). In the second group we have the upper part of the horizon Bt (it contains more clay compared to horizon E), and here we can mention horizon A (the same characteristics as the horizon E, but with bigger content of humus). It is familiar that the humus has high retention. In the third group, the biggest retention is reserved for the lower part of the horizon Bt (it contains mostly clay dominated by the montmorillonite that is characterized with a high retention of moisture). The ration of the water retention in horizon E to that one

0 2 4 6 8 10 12 14 16

А Е B1t B2t B3t

**Tension of soil moisture in the bar**

B2t-illuvial horizon, modif. (argillic); B3t-illuvial horizon, modif. (argillic);

**Figure 7.** Soil moisture retention curves for Albic Luvisol

**Soil moisture in %**

in horizon Bt, under tension of 15 bars is 1 : 2.84.

of kaolinite, vermiculite, illite-vermiculite, chlorite and it also appears in the montmorillonite. In the lower part of the profile the composition is less complex: it contains mostly amorphous minerals and montmorillonite (due to the bistratified and the upper translocation), followed by the illite-vermiculite, and there are only traces of the other minerals. The content of the

According to the data for the content of the organic matter the content of the total and fine clay and its mineralogical composition (Filipovski et al., 1980) we are discussing a bistratified profile where the horizons A and E are formed by one, and the horizon Bt by another layer. The retention curves (Fig. 7) show the strong differentiation of the profile. The content of the amorphous minerals does not influence this differentiation because their content is equal throughout the depth of the soil. (Filipovski et al., 1980) explain this with the bistratified

The molic vertic gleysol is a homogenous soil that in the bigger part of the year are saturated with the maximum water capacity. In its biochemical activity in neutral and alkali environment, the plants take up the bigger part of the potassium of mica and illite. The pushing of the potassium from the interlayer of illite leads to creation of the so-called "open illite". This is a phase of minerals arising from vermiculite or smectites. According to (Kostić, 2000)replacing K+ with Mg2+ ions which have a smaller dimension, but are significantly more hydratated led to creation of vermiculite. During the formation of smectites the balance is established by introducing water molecules and protons (Hydronium H3O+ ion) and the so-called transformative smectite is received. The partial leaching of the potassium from the interlayer of mica within the chlorites leads to creation of the inter-stratified minerals in the soil. This can be proved with the presence of mixed layer of layered silicates of the type chlorite - smectite, as well as of illite –smectite. The presence of chlorite is confirmed. The chlorite is slowly weathering in the low reductive conditions of the environment. Furthermore, there is a significant presence of plagioclase of the type of albite (Na-plagioclase). The biggest part of orthoclase (K - feldspar) was alternated into kaolinite as a result of the pushing out of the potassium with the biochemical processes of the swamp plants in the low drained conditions of the environment and with water of the saturated gley soil. The presence of the amphiboles and chlorite (ferromagnesian minerals) which are easily weathered in well - drained soils at oxygen conditions of the environment confirm the previous statement for the low aeration of the soil.

We can see a dominant presence of the montmorillonite (smectites) in the upper part of the soil. In the lower part the content of the montmorillonite and amorphous minerals is almost equal (Table 8). It is obvious that this soil contains a lot of minerals that are characterized with high degree of water retention.


**Table 8.** Chemical properties and clay mineralogical composition of Molic Vertic Gleysol

We received high values for the content of moisture that is retained in the molic vertic gleysol during the wilting range as a result of the high content of silt, clay, organic matter, presence of clay minerals with high retention (smectites and amorphous phase) as well as the presence of a large number of fine capillary pores. For the influence of the mechanical content over the retention in the soil we can take the high positive correlation between the moisture retention at 0.33 - 15 bars and the content of physical clay and clay (Table 1) and the high negative correlation between the retention of moisture at 0.33 - 15 bars and the content of sand.

Soil Moisture Retention Changes in Terms of Mineralogical Composition of Clays Phase 117

In general, due to the high content of clay and its smectite character, the water retention within some soil types is big throughout the whole depth of the profile. The others soil types showed, a lower retention as a result of the lower content of clay and other minerals (kaolinite and illite). The soil water retention curves were successfully used in the prediction of the flow of water and other fluids in soil. Also many attempts have been made to define adequate and yet

The measurement of soil water retention curves and the reliability of the resulting data are very important for adequate characterization of a number of other soil phisical attributes. The information can be used to indicate the soil pore size distribution interpreted in relation to aeration and water availability for plants, for water flow and infiltration in soil, and frost

*Department of Soil Science, Faculty of Agricultural Sciences and Food, Sc. Cyril and Methodius* 

Bogdanović, J., Bogdanović, M. (1973): Uporedna ispitivanja metoda za odrđivanje vlažnosti venenja kod različitih tipova zemljišta. Zemljište i biljka, Beograd.Vol. 22, No.3, p.p. 325-334.

Filipovski, G., Pradhan, S. (1980): Moisture retention characteristics in the soils of the Socialist Republic of Macedonia. Macedonian Academy of Sciences and Arts. Skopje, p.p. 1-87. Filipovski, Đ . (1996): Soil of the Republic of Macedonia.Vol II. Macedonian Academy of

Heinonen, R. (1971): Soil management and crop water supply. Lantbruk - shögskolans

Hollis, J. M., Jones, R. J. A., Palmer, R. C. (1977): The effects of organic matter and particle size on the water retention properties of some soil in the west Midland of England.

Hillel, D. (1980): Application of Soil Physics. Department of Plant and Soil Sciences.

Ilić, M., Karamata, S. (1975): Specijalna mineralogija. Prvi deo. Izdavačko-Informativni

Jamison, V. C., Kroth E. M. (1958): Available moisture storage capacity in relation to textural composition and organic content of several Missouri soils. Soil Sciences. Am. Poc. 22.

Jovanov, D. (2010): Water, physical and physical-mechanical properties of vertisols of the

Livingston, N. J. (1993): Soil water potential. Soil sampling and methods of analysis.

Stip, Probistip and Sv. Nikole region. Master Degree Thesis. p. p. 1-50.

Dudal, R. (1965): Dark clay soils of tropical and subtropical regions. FAO. Rome.

useful mathematical functions for the retention curve.

susceptibility.

**Author details** 

**5. References** 

Markoski Mile and Tatjana Mitkova

*University in Skopje, Republic of Macedonia,* 

Sciences and Arts. p. p.175-209.

Geoderma. 17. p. p. 225-238.

Massachusetts, Academic press.

centar studenata (ICS), Beograd.

Kostić, N. (2000): Agrogeologija. Beograd. str. 132-149.

Canadian Society of Soil Sciences. p. p. 559-567.

kompendienämnd.

p.p. 189-192.

The data presented in the graph (Fig. 8) show a decrease of the retention curves and it is most obvious at lower pressures. The reason for this is the high content of clay and clay minerals with high retention (smectites, amorphous minerals), afterwards the retention curves are stabilized and gradually decreasing.

A1- humus accumulative horizon; A2- humus accumulative horizon; Gso – gleyic horizon/sub horizon Gso

**Figure 8.** Soil moisture retention curves for Molic Vertic Gleysol

The small difference between the retention curves at the upper three horizons according to (Filipovski et al., 1980) is a result of the combined influence of the clay, humus and mineralogical content of the clay. The highest retention can be seen in the upper two depths (richest in silt, clay, humus and presence of smectites, then the AC horizon and the lowest values can be found in horizon Gso that has the lightest mechanical content and the least amount of humus and smectites.

#### **4. Conclusion**

The analyzed mineralogical content and the retention curves of these types of soil show that the water retention depends on the content and the type of the clay minerals.

In general, due to the high content of clay and its smectite character, the water retention within some soil types is big throughout the whole depth of the profile. The others soil types showed, a lower retention as a result of the lower content of clay and other minerals (kaolinite and illite).

The soil water retention curves were successfully used in the prediction of the flow of water and other fluids in soil. Also many attempts have been made to define adequate and yet useful mathematical functions for the retention curve.

The measurement of soil water retention curves and the reliability of the resulting data are very important for adequate characterization of a number of other soil phisical attributes. The information can be used to indicate the soil pore size distribution interpreted in relation to aeration and water availability for plants, for water flow and infiltration in soil, and frost susceptibility.

## **Author details**

A1 A2 Gso Gso

116 Clay Minerals in Nature – Their Characterization, Modification and Application

curves are stabilized and gradually decreasing.

We received high values for the content of moisture that is retained in the molic vertic gleysol during the wilting range as a result of the high content of silt, clay, organic matter, presence of clay minerals with high retention (smectites and amorphous phase) as well as the presence of a large number of fine capillary pores. For the influence of the mechanical content over the retention in the soil we can take the high positive correlation between the moisture retention at 0.33 - 15 bars and the content of physical clay and clay (Table 1) and the high negative

The data presented in the graph (Fig. 8) show a decrease of the retention curves and it is most obvious at lower pressures. The reason for this is the high content of clay and clay minerals with high retention (smectites, amorphous minerals), afterwards the retention

correlation between the retention of moisture at 0.33 - 15 bars and the content of sand.

A1- humus accumulative horizon; A2- humus accumulative horizon; Gso – gleyic horizon/sub horizon Gso

The small difference between the retention curves at the upper three horizons according to (Filipovski et al., 1980) is a result of the combined influence of the clay, humus and mineralogical content of the clay. The highest retention can be seen in the upper two depths (richest in silt, clay, humus and presence of smectites, then the AC horizon and the lowest values can be found in horizon Gso that has the lightest mechanical content and the least

0 2 4 6 8 10 12 14 16

**Tension of soil moisture in the bar**

The analyzed mineralogical content and the retention curves of these types of soil show that

the water retention depends on the content and the type of the clay minerals.

**Figure 8.** Soil moisture retention curves for Molic Vertic Gleysol

amount of humus and smectites.

**4. Conclusion** 

0 5

**Soil moisture in %**

Markoski Mile and Tatjana Mitkova *Department of Soil Science, Faculty of Agricultural Sciences and Food, Sc. Cyril and Methodius University in Skopje, Republic of Macedonia,* 

#### **5. References**


Maclean, A. H., Yager, T. V. (1972): Available water capacities of Zambian soils in relation to pressureplate measurments and particle size analysis. Soil Scinces.113. p.p. 23-29.

**Chapter 7** 

© 2012 Gomboš, licensee InTech. This is an open access chapter distributed under the terms of the Creative Commons Attribution License (http://creativecommons.org/licenses/by/3.0), which permits unrestricted use,

distribution, and reproduction in any medium, provided the original work is properly cited.

© 2012 Gomboš, licensee InTech. This is a paper distributed under the terms of the Creative Commons Attribution License (http://creativecommons.org/licenses/by/3.0), which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.

In literature clay and clay-loamy soils are sometimes called heavy soils. The origin of this term lies in agriculture – they are difficult to cultivate and thus increasingly energy demanding. One of the basic characteristics of heavy soils is their capacity to change their volume, which is induced by swelling and shrinking processes. These processes occur in three dimensions. In horizontal plane they are represented by formation of cracks and in vertical plane by vertical movement of soil surface. With the formation of cracks, soil environment becomes a two-domain structure, cracks being one domain and soil matrix being the other one. Shrinkage cracks are distributed through the unsaturated zone of a soil profile. In general, unsaturated zone is a three-phase system pertaining to litosphere and limited by land surface upwards and water table downwards. Simultaneously, it is a subsystem of a wider system formed by atmosphere - plant cover - soil – groundwater. All these sub-systems are interconnected by interaction (hydrological) processes and together they constitute soil water regime. Hydrological processes as a part of soil water regime are called water regime elements. Water regime elements can cause temporal and spacial changes in

Soil volumetric changes and related formation, duration and termination processes of twodomain soil structure have a great impact on the dynamics of soil hydrological processes. Volumetric changes depend on the content of clay minerals in soil and their response to contact with water. Clay minerals content in soils is relatively stable and it is characteristic of every soil type. Soil moisture level varies with the changes in hydrometeorological conditions, depth of active root zone and the intensity of anthropogenic activity in the area. Soil water regime and related issues have been well monitored and examined in rigid soils, i.e. soils which do not shrink. Water transport in unsaturated rigid soil have been described by Richards` equation [1]. It is based on the theory of laminar flow in small pores. Many

**The Impact of Clay Minerals** 

Additional information is available at the end of the chapter

soil water storage, which are denoted soil moisture regime.

Milan Gomboš

**1. Introduction** 

http://dx.doi.org/10.5772/47748

**on Soil Hydrological Processes** 


**Chapter 7** 

## **The Impact of Clay Minerals on Soil Hydrological Processes**

Milan Gomboš

118 Clay Minerals in Nature – Their Characterization, Modification and Application

Ovće Pole region. Master Degree Thesis. p. p. 1- 64.

allophane soils. Soil Sciences Am. Proc. 40. p. p. 446-451.

Indies and Japan. Soil Sciences. Am. Proc. 39. p.p. 372-377.

Base for Soil Resources. FAO, ISSS-AISS-IBG, IRSIC, Rome, Italy.

Swelling pressure. Soil Sic. III, p. p. 214-220.

sciences. Volume 1. Novi Sad. p. p. 1-320.

(1997) 7,8,9, Belgrade, p.p. 224-227.

poljoprivrednih znanosti, Zagreb.

Sciences, University of Zagreb.

SASA. Belgrade, p.p. 207-213.

Agriculture, Skopje. p. p. 1-162.

Press, p. p.1- 271.

JDZPZ, Belgrade.

12. p. p. 183-189.

retention and transmission. Soil Sciences. Am. Proc. 398-403.

Maclean, A. H., Yager, T. V. (1972): Available water capacities of Zambian soils in relation to pressureplate measurments and particle size analysis. Soil Scinces.113. p.p. 23-29. Meada, T. Warkentin, B. P., (1975): Void changes in allophane soils determining water

Mitrikeski J., Mitkova, T. (2006). Practicum on pedology, second edition. University "Ss. Cyril and Methodius", Faculty of Agricultural Sciences and Food, Skopje, p. 63-67. Mukaetov, D. (2004): Conditions for formation, genesis and characteristics of the hidromorpfhic black soils spread out in Pelagonija. Doctoral Degree Thesis, Faculty of

Markoski, M. (2008): Physical and physical-mechanical properties of chernozems of the

Mitkova, T., Mitrikeski J. (2005): Soils of the Republic of Macedonia: Soil Resourches of Europe, secound edition, European Soil Bureau Research Report, N09, 225-234, EUR 20559 EN, 2005. Orlov, S.D. Grishina, A.L. (1981): Practicum on Chemistry on humus. Moscow University

Pelivanoska, V. (1995): Physical and physical-mechanical characteristics of cinnamon forest soils in the Prilep region. Master Degree Thesis, Faculty of Agriculture, Skopje. p. p. 1-60. Resulović, H. red. (1971): Methods of investigation the physical properties of the soil,

Rousseaux, J. M., Warkentin, B. P. (1976): Surface properties and forces holding water in

Topp, G.C., Galaganov, Y.T., Ball., Carter, M. R. (1993): Soil water desorption curves. Soil sampling and methods of analysis. Canadian Society of Soil Sciences. p.p. 569 - 579. Voronin, A. D. (1974): The energy state of soil moisture as related to soil fabric. Geoderma.

Vučić, N. (1987): Water, air and thermal regime of soil, VANU. Department of natural

Warkentin, B. P., Meada, T. (1974): Physical properties of allophane soils from the West

WRB, (2006): Diagnostic Horizons, Properties and Materials. Chapter 3.World Reference

Đurić, S. (1999): Determination of the clay mineral X-ray diffraction. Published 99th 53

Đurić, S. (2002): Methods of research in crystallography. Technical Faculty, Čačak. ITN.

Škorić, A. (1986): Priručnik za pedološka istraživanja. Sveučilište u Zagrebu, Fakultet

Škorić, A. (1991): Composition and soil properties. Textbook, Faculty of Agricultural

Richards, L.A. (1982): Soil water and planth grow. Soil phyisical conditions , New York. Shaykewich, C. F. Zwarich, M. A. (1968): Relationships between soil physical constants and soil physical components of some Manitoba soils. Can. J. Soil Sciences. 48. p. p. 199-204. Shanberg, J., Bresler, E., Klausner, Y. (1971): Studies on Na/Ca montmorillonite system. I Additional information is available at the end of the chapter

http://dx.doi.org/10.5772/47748

## **1. Introduction**

In literature clay and clay-loamy soils are sometimes called heavy soils. The origin of this term lies in agriculture – they are difficult to cultivate and thus increasingly energy demanding. One of the basic characteristics of heavy soils is their capacity to change their volume, which is induced by swelling and shrinking processes. These processes occur in three dimensions. In horizontal plane they are represented by formation of cracks and in vertical plane by vertical movement of soil surface. With the formation of cracks, soil environment becomes a two-domain structure, cracks being one domain and soil matrix being the other one. Shrinkage cracks are distributed through the unsaturated zone of a soil profile. In general, unsaturated zone is a three-phase system pertaining to litosphere and limited by land surface upwards and water table downwards. Simultaneously, it is a subsystem of a wider system formed by atmosphere - plant cover - soil – groundwater. All these sub-systems are interconnected by interaction (hydrological) processes and together they constitute soil water regime. Hydrological processes as a part of soil water regime are called water regime elements. Water regime elements can cause temporal and spacial changes in soil water storage, which are denoted soil moisture regime.

Soil volumetric changes and related formation, duration and termination processes of twodomain soil structure have a great impact on the dynamics of soil hydrological processes. Volumetric changes depend on the content of clay minerals in soil and their response to contact with water. Clay minerals content in soils is relatively stable and it is characteristic of every soil type. Soil moisture level varies with the changes in hydrometeorological conditions, depth of active root zone and the intensity of anthropogenic activity in the area. Soil water regime and related issues have been well monitored and examined in rigid soils, i.e. soils which do not shrink. Water transport in unsaturated rigid soil have been described by Richards` equation [1]. It is based on the theory of laminar flow in small pores. Many

© 2012 Gomboš, licensee InTech. This is an open access chapter distributed under the terms of the Creative Commons Attribution License (http://creativecommons.org/licenses/by/3.0), which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited. © 2012 Gomboš, licensee InTech. This is a paper distributed under the terms of the Creative Commons Attribution License (http://creativecommons.org/licenses/by/3.0), which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.

mathematical models have been developed to be used for numerical solution of this problem.

The Impact of Clay Minerals on Soil Hydrological Processes 121

minerals [4]. That means the material can be formed not only by clay minerals but also by other minerals smaller than 0.002 mm, such as silica, carbonates or metal oxides. With regard to the classification of clay minerals by their grains, clay minerals pertain to the category I. of Kopecký division (< 0.01). This is further divided into two sub-categories: I. colloidal clays (< 0,001 mm) and II. physical clays (0.001 – 0.002 mm) and very fine silt (0.002 – 0.01 mm). Thus when measuring clay minerals content in soil, clay percentage can be considered the same as the percentage of particles smaller than 0.002 mm (colloidal clay and physical clay). The limit value of 0.002 mm, which divides clay particles from fine silt, is the

Research into the quantification of clay minerals impact on soil hydrological processes was carried out in the Eastern-Slovak Lowland fig. 1. ESL forms part of a neogene basin, which was created by irregular tectonic subsidence of crust within Carpathian arc during Neogene and Post-tertiary. Because of the subsidence, accumulation processes dominated in the area and a flat lowland surface was formed, mainly composed of fluvial sediments, loess and

From the climatic point of view, ESL lies on the boundary between oceanic and continental climate. The area is characterised by a high changeability of metheorological elements in time. Precipitations formation is heavily influenced by circulation factors. Long-term avg sum of precipitations per year is 600 – 900 mm. Annual sum of potential evapotranspiration is 619 – 687 mm with the maximum value of 115 – 125 mm in July and minimum values in January. Bearing in mind real moisture conditions of the upper soil layer, the actual

Soil conditions on ESL correspond to the hydro-geological development in the area fig.2. There is 209 518 ha of farmland. Only 3.2% of the farmland is composed of light soils. Up to 20.6% of the total farmland in the ESL is formed by very heavy soils which contain more than 75% of clay particles < 0,01 mm. The average depth of unsaturated zone is up to 1m. It can be found on 23.36% of the area whereas the unsaturated zone reaches 2m depth on 45%

evaporanspiration is lower than the potential. It reaches 450 – 480 mm.

value used most worldwide [5]

windblown sands.

**2.2. Characteristics of the observed area** 

**Figure 1.** Localization of the observed area

of the area and 3m depth on 68% of the area.

In this regard, heavy soils are similar to rigid soils, but only until reaching the point of first crack formation. The presence of shrinkage cracks considerably alters hydrodynamic properties of rigid soils and consequently the methods used for the description of rigid soils water regime cannot be used with cracking soils. At the time of shrinkage crack formation, heavy soils profile contains two distinct elements: cracks (also called macropores) and soil matrix (containing, inter alia, micropores). Each of these elements is characterised by very different conditions for water transport and retention. In the study of a two-domain soil structure, unlike in the study of rigid soils, it is necessary to consider the phenomena caused by soil volumetric changes, such as definition of crack network geometry, soil surface vertical movement, shrinkage characteristics, water flow to cracks, water flow within cracks and water flow from cracks to soil matrix.

The aim of this chapter is to quantify the impact of clay minerals on soil hydrological processes. The presented results were gained from the field measurements on Eastern-Slovak Lowland and from numerical simulation of heavy soils water regime.

## **2. Clay minerals in soil**

#### **2.1. Properties of clay minerals**

Crystals of clay minerals are formed by sheets (formed by silicon tetrahedrals and aluminium octahedrals) of varying number, from 1 (montmorillonite) theoretically up to infinite. The individual sheets are extremely thin (5 – 10 Å) and their specific surface is very large (15 m2.g-1 – kaolinite, 80 m2.g-1 – illite; 800 m2.g-1 – montmorillonite). Sheets specific surface is very closely linked to the volumetric changes [2]. The larger specific surface is, the better is the capacity of soil to expand. The surface of clay sheets carries negative charge and thus it is able to bond molecules of water. As a result, the crystals of some clay minerals can bond water within their sturcture and expand. They can re-gain their original volume by drying. The ability of clay minerals to bond water in their structure and expand is different:


In nature, clay minerals do not occur in pure form but they combine into mixed structures composed of various clay and other minerals. In literature, the word "clay" is used for both clay soil and clay minerals. "Clay", however, denotes a material that contains clay minerals smaller than 0.002 mm, as well as material whose structure contains predominantly clay minerals [4]. That means the material can be formed not only by clay minerals but also by other minerals smaller than 0.002 mm, such as silica, carbonates or metal oxides. With regard to the classification of clay minerals by their grains, clay minerals pertain to the category I. of Kopecký division (< 0.01). This is further divided into two sub-categories: I. colloidal clays (< 0,001 mm) and II. physical clays (0.001 – 0.002 mm) and very fine silt (0.002 – 0.01 mm). Thus when measuring clay minerals content in soil, clay percentage can be considered the same as the percentage of particles smaller than 0.002 mm (colloidal clay and physical clay). The limit value of 0.002 mm, which divides clay particles from fine silt, is the value used most worldwide [5]

### **2.2. Characteristics of the observed area**

120 Clay Minerals in Nature – Their Characterization, Modification and Application

and water flow from cracks to soil matrix.

**2. Clay minerals in soil** 

and expand is different:

[3].

ability to bond water);

illites – low to medium – expanding clays

**2.1. Properties of clay minerals** 

problem.

mathematical models have been developed to be used for numerical solution of this

In this regard, heavy soils are similar to rigid soils, but only until reaching the point of first crack formation. The presence of shrinkage cracks considerably alters hydrodynamic properties of rigid soils and consequently the methods used for the description of rigid soils water regime cannot be used with cracking soils. At the time of shrinkage crack formation, heavy soils profile contains two distinct elements: cracks (also called macropores) and soil matrix (containing, inter alia, micropores). Each of these elements is characterised by very different conditions for water transport and retention. In the study of a two-domain soil structure, unlike in the study of rigid soils, it is necessary to consider the phenomena caused by soil volumetric changes, such as definition of crack network geometry, soil surface vertical movement, shrinkage characteristics, water flow to cracks, water flow within cracks

The aim of this chapter is to quantify the impact of clay minerals on soil hydrological processes. The presented results were gained from the field measurements on Eastern-

Crystals of clay minerals are formed by sheets (formed by silicon tetrahedrals and aluminium octahedrals) of varying number, from 1 (montmorillonite) theoretically up to infinite. The individual sheets are extremely thin (5 – 10 Å) and their specific surface is very large (15 m2.g-1 – kaolinite, 80 m2.g-1 – illite; 800 m2.g-1 – montmorillonite). Sheets specific surface is very closely linked to the volumetric changes [2]. The larger specific surface is, the better is the capacity of soil to expand. The surface of clay sheets carries negative charge and thus it is able to bond molecules of water. As a result, the crystals of some clay minerals can bond water within their sturcture and expand. They can re-gain their original volume by drying. The ability of clay minerals to bond water in their structure

kaolinite clays – relativelly inactive (in this group only halloysite has a very restricted

 Montmorillonite clays – extremely expanding clays. In their original form (under laboratory conditions) they can expand by 1 400 up to 2 000 % (Na-montmorillonite),

In nature, clay minerals do not occur in pure form but they combine into mixed structures composed of various clay and other minerals. In literature, the word "clay" is used for both clay soil and clay minerals. "Clay", however, denotes a material that contains clay minerals smaller than 0.002 mm, as well as material whose structure contains predominantly clay

Slovak Lowland and from numerical simulation of heavy soils water regime.

Research into the quantification of clay minerals impact on soil hydrological processes was carried out in the Eastern-Slovak Lowland fig. 1. ESL forms part of a neogene basin, which was created by irregular tectonic subsidence of crust within Carpathian arc during Neogene and Post-tertiary. Because of the subsidence, accumulation processes dominated in the area and a flat lowland surface was formed, mainly composed of fluvial sediments, loess and windblown sands.

**Figure 1.** Localization of the observed area

From the climatic point of view, ESL lies on the boundary between oceanic and continental climate. The area is characterised by a high changeability of metheorological elements in time. Precipitations formation is heavily influenced by circulation factors. Long-term avg sum of precipitations per year is 600 – 900 mm. Annual sum of potential evapotranspiration is 619 – 687 mm with the maximum value of 115 – 125 mm in July and minimum values in January. Bearing in mind real moisture conditions of the upper soil layer, the actual evaporanspiration is lower than the potential. It reaches 450 – 480 mm.

Soil conditions on ESL correspond to the hydro-geological development in the area fig.2. There is 209 518 ha of farmland. Only 3.2% of the farmland is composed of light soils. Up to 20.6% of the total farmland in the ESL is formed by very heavy soils which contain more than 75% of clay particles < 0,01 mm. The average depth of unsaturated zone is up to 1m. It can be found on 23.36% of the area whereas the unsaturated zone reaches 2m depth on 45% of the area and 3m depth on 68% of the area.

The Impact of Clay Minerals on Soil Hydrological Processes 123

Water movement here can be described by Richards` equation. Rate of water movement in this domain is relatively low. In case of macropores (cracks), Richards` equation cannot be used. Provided that large amount of water gets into cracks in a short time and the cracks are not properly closed, rainwater movement in cracks is analogous to the water movement in an open ditch. Rate of water movement is higher by orders in comparison with the water movement through micropores. Crack networkwork is a system of preferred water flow paths both in horizontal (horizontal crack conductivity) and vertical (vertical crack conductivity) direction. Cracks geometry changes in time and therefore hydraulic parameters of the preferred paths change too. In cracks, open water level can occur only if the cracks are open. The presence of water in cracks rapidly increases soil moisture and thus boosts the crack closure. Consequently, water movement in cracks is restricted by soil response time to moisture changes. Water shall move within cracks only if the cracks are filled with large amount of water in a very short time (e.g. torrential rains). Under normal conditions, cracks usually close before open water level could be

**Table 1.** Clay and silt characteristics on Svätuš locality. Mineralogical phase analysis of soils is difficult.

formed.

**Figure 2.** Planar distribution of soil types on East Slovakian lowland

## **2.3. Clay minerals in the soils of Eastern-Slovak lowland**

The overall study of mineralogical soil structure in Slovakia was performed in 1970s. The results were published in Čurlík`s work [6]. In spite of time distance between the year of publication and the present time, the work and the data published within are still topical and applicable. Due to demanding character of determining soil clay minerals in laboratory and unlike in other analysed areas, where pedological reasearch was performed, selected methotodology was based on determining the mixed layer clay structures in the individual soil types. This methodology presumes that pure forms of clay minerals are extremely rare in nature. More often than not they form combinations of diferent types. The study showed that predominant clay mineral in ESL is montmorillonite, others are kaolinite, chlorite, mica clay and mixed structures. The following table 1 illustrates the results of the research and presents the data from Svätuša probe (480 25´ 14,00", 280 55´ 02,70", 95m). This area is typical of ESL. The analysed soil profile was divided into six horizons from the surface to the depth of 1.50m. The data in the tab.1 concern clay and silt fraction which are typical of ESL.

#### **2.4. Specific features of heavy soils water regime**

#### *2.4.1. Vertical and horizontal hydraulic conductivity of cracks*

In our latitudes, heavy soil are severly dried in the summer half-year (April - September). As a result, cracks are formed and soil has a two-domain structure - domain of micropores and domain of macropores fig. 3. The first domain is formed by micropores in soil matrix. Water movement here can be described by Richards` equation. Rate of water movement in this domain is relatively low. In case of macropores (cracks), Richards` equation cannot be used. Provided that large amount of water gets into cracks in a short time and the cracks are not properly closed, rainwater movement in cracks is analogous to the water movement in an open ditch. Rate of water movement is higher by orders in comparison with the water movement through micropores. Crack networkwork is a system of preferred water flow paths both in horizontal (horizontal crack conductivity) and vertical (vertical crack conductivity) direction. Cracks geometry changes in time and therefore hydraulic parameters of the preferred paths change too. In cracks, open water level can occur only if the cracks are open. The presence of water in cracks rapidly increases soil moisture and thus boosts the crack closure. Consequently, water movement in cracks is restricted by soil response time to moisture changes. Water shall move within cracks only if the cracks are filled with large amount of water in a very short time (e.g. torrential rains). Under normal conditions, cracks usually close before open water level could be formed.

122 Clay Minerals in Nature – Their Characterization, Modification and Application

**Figure 2.** Planar distribution of soil types on East Slovakian lowland

presents the data from Svätuša probe (480 25´ 14,00", 280 55´

**2.4. Specific features of heavy soils water regime** 

*2.4.1. Vertical and horizontal hydraulic conductivity of cracks* 

**2.3. Clay minerals in the soils of Eastern-Slovak lowland** 

The overall study of mineralogical soil structure in Slovakia was performed in 1970s. The results were published in Čurlík`s work [6]. In spite of time distance between the year of publication and the present time, the work and the data published within are still topical and applicable. Due to demanding character of determining soil clay minerals in laboratory and unlike in other analysed areas, where pedological reasearch was performed, selected methotodology was based on determining the mixed layer clay structures in the individual soil types. This methodology presumes that pure forms of clay minerals are extremely rare in nature. More often than not they form combinations of diferent types. The study showed that predominant clay mineral in ESL is montmorillonite, others are kaolinite, chlorite, mica clay and mixed structures. The following table 1 illustrates the results of the research and

ESL. The analysed soil profile was divided into six horizons from the surface to the depth of

In our latitudes, heavy soil are severly dried in the summer half-year (April - September). As a result, cracks are formed and soil has a two-domain structure - domain of micropores and domain of macropores fig. 3. The first domain is formed by micropores in soil matrix.

1.50m. The data in the tab.1 concern clay and silt fraction which are typical of ESL.

02,70", 95m). This area is typical of


**Table 1.** Clay and silt characteristics on Svätuš locality. Mineralogical phase analysis of soils is difficult.

The Impact of Clay Minerals on Soil Hydrological Processes 125

**Figure 4.** Different ways of water penetration through cracks and soil matrix surface depending on the

During water transfer from the surface to lower soil horizons or ground water level (GWL, rainwater can permeate directly under the root zone. As a result no efficient water contact with root zone occurs. This effect reduces the efficiency of irrigation and fertilizing. At the same time, cracks can accelerate soil water evaporation to atmosphere and crack

Wt = W0 + Ik + Ii + Qhp - E - T - Qho - Ih (1)

W0 - initial overall soil content in aeration zone [m], Wt - overall soil water content in aeration zone at time *t* [m], Ik - capillary water inflow [m], Ii - water inflow by infiltration from rainfall [m], Qhp – subsurface lateral water inflow [m], E - water losses by evaporation [m], T - water losses by transpiration [m], Qho – subsurface lateral water drainage [m], Ih -

For the purposes of cracking soils, it is necessary to adapt some members of the balance equation, mainly Ii, representing water inflow by infiltration from precipitations. This shall be split to Ic – water inflow by infiltration through cracks, and Im – water inflow by

Similarly, water losses by evaporation E shall be split to the evaporation from soil matrix surface Em and evaporation from sectional area of cracks Ec (E = Em + Ec). However, the evaporation from the sectional area of cracks is disputable. On one hand, it could be objected that water does not evaporates merely from the narrow area of cracks sectional surface but from the whole surface of crack walls, which is larger. On the other hand, evaporation from the surface of crack walls is very limited due to high moisture levels and little air circulation inside a crack. Air inside the cracks that reach the depth of groundwater table is supposed to be saturated with water vapours. Evaporation from plant cover (transpiration) T occurs only

Wt = W0 + Ik + Ic + Im + Qhp - Em - Ec - Tm -Qho - Ih (2)

on the area of soil matrix surface Tm = T . Sm. Modified balance equation shall be:

In lowland areas, subsurface inflow and drainage (Qhp, Qho) can be disregarded.

networkwork anticipates the permeation of pollutants through soil to GWL.

The basic equation for determining the water balance in aeration zone is [7]:

*2.4.2. Water balance in two-domain soil structure* 

infiltration into GWL or lower horizons [m].

infiltration through soil matrix surface (Ii = Ic + Im).

rainfall intensity.

**Figure 3.** Double-domain soil structure and detail of a crack, photo Gomboš, locality Milhostov

With regard to the intensity of rainfall and rate of water interception, the following situations can occur fig.4. The symbols have the following meanings: Ic – intensity of crack infiltration [m.s-1], Ic1 –infiltration ratio from rainfall exceeding maximum infiltration intensity of soil matrix surface [m.s-1], Ic2 – crack infiltration of rainwater fallen directly to cracks [m.s-1] , Iin – interception intensity [m.s-1], Im – soil matrix infiltration intensity of [m.s-1], Ipo – surface runoff intensity [m.s-1], Pin – rainfall intensity [m.s-1], Sc – inner crack surface on a unit of soil surface area [m2.m-2], Sm –soil matrix surface on a unit of area [m2.m-2], Spr – cracks sectional area on a unit of soil surface area [m2.m-2].

1. Pin – Iin ≤ Im,max, Ic1 = 0, Ic2 = Spr . Pin, Ic = Ic2, Im – Sm . (Pin - Iin)

In the first and simplest case the intensity of rainfall is lower than or equal to the rate of water infiltration to soil matrix (Im,max). The ratio of rainwater absorption by soil matrix surface and the area of crack sectional surface is the same as the ratio of their surfaces (fig.4a).

2. Pin - Iin > Im,max ^ Ipo = 0, Ic1 = Sm . (Pin – Iin Im,max), Ic2 = Spr . Pin, Ic = Ic1 + Ic2, Im = Sm . Im, max

In the second case the intensity of rainfall is higher than water infiltration in soil matrix. Rainwater that is not absorbed by the surface of soil matrix (Ic1) drains to the nearest crack and thus increases water content absorbed by cracks (fig.4b).

3. Pin - Iin > Im,max ^Ipo > 0, Ic = Sc . Im,max, Im = Sm . Im, max, Iho = (Pin - Iin) . (Spr + Sm) -Ic - Im

In the third case the intensity of rainfall exceeds the maximum rate of water infiltration in soil matrix while crack capacity to absorb another water flow has been exhausted and cracks are now wholly filled with water (fig.4c). There is surface run-off.

**Figure 4.** Different ways of water penetration through cracks and soil matrix surface depending on the rainfall intensity.

During water transfer from the surface to lower soil horizons or ground water level (GWL, rainwater can permeate directly under the root zone. As a result no efficient water contact with root zone occurs. This effect reduces the efficiency of irrigation and fertilizing. At the same time, cracks can accelerate soil water evaporation to atmosphere and crack networkwork anticipates the permeation of pollutants through soil to GWL.

#### *2.4.2. Water balance in two-domain soil structure*

124 Clay Minerals in Nature – Their Characterization, Modification and Application

cracks sectional area on a unit of soil surface area [m2.m-2].

(fig.4a).

1. Pin – Iin ≤ Im,max, Ic1 = 0, Ic2 = Spr . Pin, Ic = Ic2, Im – Sm . (Pin - Iin)

**Figure 3.** Double-domain soil structure and detail of a crack, photo Gomboš, locality Milhostov

With regard to the intensity of rainfall and rate of water interception, the following situations can occur fig.4. The symbols have the following meanings: Ic – intensity of crack infiltration [m.s-1], Ic1 –infiltration ratio from rainfall exceeding maximum infiltration intensity of soil matrix surface [m.s-1], Ic2 – crack infiltration of rainwater fallen directly to cracks [m.s-1] , Iin – interception intensity [m.s-1], Im – soil matrix infiltration intensity of [m.s-1], Ipo – surface runoff intensity [m.s-1], Pin – rainfall intensity [m.s-1], Sc – inner crack surface on a unit of soil surface area [m2.m-2], Sm –soil matrix surface on a unit of area [m2.m-2], Spr –

In the first and simplest case the intensity of rainfall is lower than or equal to the rate of water infiltration to soil matrix (Im,max). The ratio of rainwater absorption by soil matrix surface and the area of crack sectional surface is the same as the ratio of their surfaces

In the second case the intensity of rainfall is higher than water infiltration in soil matrix. Rainwater that is not absorbed by the surface of soil matrix (Ic1) drains to the nearest

In the third case the intensity of rainfall exceeds the maximum rate of water infiltration in soil matrix while crack capacity to absorb another water flow has been exhausted and

2. Pin - Iin > Im,max ^ Ipo = 0, Ic1 = Sm . (Pin – Iin Im,max), Ic2 = Spr . Pin, Ic = Ic1 + Ic2, Im = Sm . Im, max

3. Pin - Iin > Im,max ^Ipo > 0, Ic = Sc . Im,max, Im = Sm . Im, max, Iho = (Pin - Iin) . (Spr + Sm) -Ic - Im

cracks are now wholly filled with water (fig.4c). There is surface run-off.

crack and thus increases water content absorbed by cracks (fig.4b).

The basic equation for determining the water balance in aeration zone is [7]:

$$\mathbf{W}\_{l} = \mathbf{W}\_{0} + \mathbf{I}\mathbf{k} + \mathbf{I}\mathbf{i} + \mathbf{Q}\_{\text{hp}} \cdot \mathbf{E} - \mathbf{T} \cdot \mathbf{Q}\_{\text{hp}} \cdot \mathbf{I}\mathbf{h} \tag{1}$$

W0 - initial overall soil content in aeration zone [m], Wt - overall soil water content in aeration zone at time *t* [m], Ik - capillary water inflow [m], Ii - water inflow by infiltration from rainfall [m], Qhp – subsurface lateral water inflow [m], E - water losses by evaporation [m], T - water losses by transpiration [m], Qho – subsurface lateral water drainage [m], Ih infiltration into GWL or lower horizons [m].

For the purposes of cracking soils, it is necessary to adapt some members of the balance equation, mainly Ii, representing water inflow by infiltration from precipitations. This shall be split to Ic – water inflow by infiltration through cracks, and Im – water inflow by infiltration through soil matrix surface (Ii = Ic + Im).

Similarly, water losses by evaporation E shall be split to the evaporation from soil matrix surface Em and evaporation from sectional area of cracks Ec (E = Em + Ec). However, the evaporation from the sectional area of cracks is disputable. On one hand, it could be objected that water does not evaporates merely from the narrow area of cracks sectional surface but from the whole surface of crack walls, which is larger. On the other hand, evaporation from the surface of crack walls is very limited due to high moisture levels and little air circulation inside a crack. Air inside the cracks that reach the depth of groundwater table is supposed to be saturated with water vapours. Evaporation from plant cover (transpiration) T occurs only on the area of soil matrix surface Tm = T . Sm. Modified balance equation shall be:

$$\mathbf{W}\_{\text{f}} = \mathbf{W}\_{\text{0}} + \mathbf{I}\_{\text{k}} + \mathbf{I}\_{\text{c}} + \mathbf{I}\_{\text{m}} + \mathbf{Q}\_{\text{hyp}} \cdot \mathbf{E}\_{\text{m}} \text{ - E}\_{\text{c}} \cdot \mathbf{T}\_{\text{m}} \cdot \mathbf{Q}\_{\text{h}} \text{ - h} \tag{2}$$

In lowland areas, subsurface inflow and drainage (Qhp, Qho) can be disregarded.

## **3. Methods and material**

#### **3.1. Texture of the analysed soil profiles**

The research in heavy soils water regime on ESL was performed on 11 soil profiles. In this paragraph, results from three typical areas on ESL are presented: Senné (48°39'48,19"; 22°02'53,90"; 97 m), Milhostov (48°40'11,08"; 21°44'18,02"; 100 m) and Sírnik (48°3033,01"; 21°48'51,18"; 98 m). Grain-size analysis to various depths was performed on each of these three soil profiles- in Senné to 0.8m, in Milhostov to 2.0m and in Sírnik to 1.2m, in the layers 0.10m thick. The results were processed into USDA soil textural triangles [8], which are shown at fig.5.

The Impact of Clay Minerals on Soil Hydrological Processes 127

 lump-sum takings of undisturbed soil samples by the method of dug probe fig.7, in Kopecký cylinders, for the purpose of determining moisture retention curves, hydraulic conductivity, COLE values (Coefficient of Linear Extensibility) and PLE values (Potential Linear Extensibility). Undisturbed soil samples were taken as well to perform grain-size analysis. Furthermore, in Milhostov area, geometric parameters of crack networkwork such as length, width, specific length and soil matrix area were measured.

Laboratory measurements were based on the evaluation of soil samples taken during the

Grain-size analysis – on disturbed soil samples by hydrometer-method. On the ground

 Analysis of soil shrinking properties – on undisturbed soil samples. Firstly, the samples were fully saturated with water and on the basis of geometric parameters measurements their original volume and measured weight were calculated. The samples were then dried at laboratory temperature and their volume and weight were regularly measured. When the weight loss had almost reached measurement error, samples were dried up in a laboratory dryer at 105°C and then measured again for their final volume and weight. Measured parameters were evaluated from the point of view of dependencies between soil volume, grain soil structure and volumetric moisture, shrinking properties in the form

regular monitoring and lump-sum takings. The following analyses were performed:

of this, soils were classified according to USDA texture diagram.

of shrinkage curve and COLE and PLE values and geometric factor rs.

**Figure 6.** Sampling area (Senné area) and a detail of a point where vertical water movements are

measured

**3.3. Laboratory measurements and experiments** 

It is obvious that the heaviest soil is in Senné, where clay is the predominant soil constituent. Soil profile is homogeneous and the fraction of sand is significantly lower compared to the other two areas. In Milhostov, where in addition to clay, silt can be found as the second most dominant soil type, ranging from clay silt to silty loam. Upper horizons of soil profile to 0.60m are heavier (36% of clay) than the lower horizons. Sírnik soil profile shows two markedly different layers along the vertical line. In the depth of 0.40m and downwards to 1.20 m clay fraction doubles from 25% to 50%. Apart from clay, the second more dominant constituent is silt.

**Figure 5.** Classification of selected soil profiles according to the triangular classification diagram USDA

#### **3.2. Field measurements and experiments**

Field measurements included continual monitoring of the observed areas once every week. During the winter, field measurements were not performed because of possible imprecisions due to snow cover and frozen upper layer of soil.

The following parameters were monitored fig.6.:


 lump-sum takings of undisturbed soil samples by the method of dug probe fig.7, in Kopecký cylinders, for the purpose of determining moisture retention curves, hydraulic conductivity, COLE values (Coefficient of Linear Extensibility) and PLE values (Potential Linear Extensibility). Undisturbed soil samples were taken as well to perform grain-size analysis. Furthermore, in Milhostov area, geometric parameters of crack networkwork such as length, width, specific length and soil matrix area were measured.

### **3.3. Laboratory measurements and experiments**

126 Clay Minerals in Nature – Their Characterization, Modification and Application

The research in heavy soils water regime on ESL was performed on 11 soil profiles. In this paragraph, results from three typical areas on ESL are presented: Senné (48°39'48,19"; 22°02'53,90"; 97 m), Milhostov (48°40'11,08"; 21°44'18,02"; 100 m) and Sírnik (48°3033,01"; 21°48'51,18"; 98 m). Grain-size analysis to various depths was performed on each of these three soil profiles- in Senné to 0.8m, in Milhostov to 2.0m and in Sírnik to 1.2m, in the layers 0.10m thick. The results were processed into USDA soil textural triangles [8], which are shown at fig.5.

It is obvious that the heaviest soil is in Senné, where clay is the predominant soil constituent. Soil profile is homogeneous and the fraction of sand is significantly lower compared to the other two areas. In Milhostov, where in addition to clay, silt can be found as the second most dominant soil type, ranging from clay silt to silty loam. Upper horizons of soil profile to 0.60m are heavier (36% of clay) than the lower horizons. Sírnik soil profile shows two markedly different layers along the vertical line. In the depth of 0.40m and downwards to 1.20 m clay fraction doubles from 25% to 50%. Apart from clay, the second more dominant

**Figure 5.** Classification of selected soil profiles according to the triangular classification diagram USDA

Field measurements included continual monitoring of the observed areas once every week. During the winter, field measurements were not performed because of possible imprecisions

 volumetric soil moisture along the vertical line to the depth of 0.8m in the layers 0.1m thick. vertical movement of soil surface – these measurements were performed by the method of surface levelling in three points situated in the shape of equilateral triangle with 2m sides. For the details of one such point see fig.6. Casing pipe is used as a fixed point. It is supposed that due to deep embedding, the pipe is stable with regard to the vertical

movements of soil surface through the active layer of a soil profile.

**3. Methods and material** 

constituent is silt.

GWL position,

**3.1. Texture of the analysed soil profiles** 

**3.2. Field measurements and experiments** 

due to snow cover and frozen upper layer of soil. The following parameters were monitored fig.6.:

Laboratory measurements were based on the evaluation of soil samples taken during the regular monitoring and lump-sum takings. The following analyses were performed:


**Figure 6.** Sampling area (Senné area) and a detail of a point where vertical water movements are measured

**Figure 7.** Collection of untouched soil samples


#### **3.4. Determination of the selected heavy soils characteristics**

#### *3.4.1. Determination of the soil shrinkage basic characteristics*

Heavy soils shrinkage is often described with regard to the relationship between the volume of the soil and its moisture. This relation has been subject to numerous studies worldwide. The shrinkage characteristic used most is based on the relation between a soil water ratio and a void ratio – e, where = soil water content / volume of soil solid phase [-] e = volume of pores/volume of soil solid phase [-]. Soil water ratio and void ratio are determined on the basis of volumetric soil moisture - and porosity – P. The following equations are used:

$$P = \frac{e}{1+e}; \quad \theta = \frac{\nu}{1+e} \text{ [\$-]} \tag{3}$$

The Impact of Clay Minerals on Soil Hydrological Processes 129

(4)

**Strucural domain** – occurs in saturated soils. Water is drained from macropores. Soil

 **Normal domain** – changes in soil volume are equal to the changes in water content and micropores remain saturated with water (part of the curve paralel to the diagonal

**Residual domain** – changes in soil volume are lower than changes in water content , air

**Figure 8.** General form of expression of shrinkage characteristics of heavy soils and position of clayey

When studying shrinkage characteristics of heavy soils, it is practical to quantify the potential of this phenomena. For this purpose two parameters were introduced in soil science: COLE (Coefficient of Linear Extensibility) and PLE (Potential Linear Extensibility). COLE was introduced by Grossman [10] and it is used for quantifying shrink-swell potential

> 1 3 1[ ] *wet*

PLE = COLE(1). Zh(1) + COLE(2) . Zh(2) + … + COLE(n) . Zh(n) (5)

*dry*

The second parameter expressing shink-swell soil potential is PLE, which is the potential for soil swelling and shrinking in field conditions. It considers swelling and shrinking

where COLE(n) is a COLE value for n- horizon, zh(n) is the width of n-horizon [cm], and zh(1) +

*V* 

*<sup>V</sup> COLE*

where Vwet is the volume of wet soil and Vdry is the volume of dry soil.

properties of the individual soil horizons in the studied soil profile.

**Zero domain** – there are no changes in volume (horizontal part of the curve).

volume remains unchanged or changes very slightly;

starts to enter the micropores (curved part of the curve);

line);

particles during drying [9].

of soil:

zh(2) + ... + zh(n) = 100.

*3.4.2. Shrinkage potential of heavy soils* 

General relationship between soil water ratio and void ratio is figured in the graph in fig.8. Auxiliary diagonal line in the fig.8 represents the state of saturation when soil water ratio equals void ratio and the total volume of pores is filled with water. Curve divides shrinkage process to four domains.


**Figure 8.** General form of expression of shrinkage characteristics of heavy soils and position of clayey particles during drying [9].

#### *3.4.2. Shrinkage potential of heavy soils*

128 Clay Minerals in Nature – Their Characterization, Modification and Application

**Figure 7.** Collection of untouched soil samples

samples.

process to four domains.

Analysis of volumetric soil moisture – gravimetric method was used.

**3.4. Determination of the selected heavy soils characteristics** 

*3.4.1. Determination of the soil shrinkage basic characteristics* 

 In the IH SAS laboratory in Bratislava, overpressure method was used for measuring moisture retention curves and courses of hydraulic conductivities on the solid soil

Heavy soils shrinkage is often described with regard to the relationship between the volume of the soil and its moisture. This relation has been subject to numerous studies worldwide. The shrinkage characteristic used most is based on the relation between a soil water ratio and a void ratio – e, where = soil water content / volume of soil solid phase [-] e = volume of pores/volume of soil solid phase [-]. Soil water ratio and void ratio are determined on the basis of volumetric soil moisture - and porosity – P. The following equations are used:

> ; <sup>1</sup> *<sup>e</sup> <sup>P</sup> <sup>e</sup>*

General relationship between soil water ratio and void ratio is figured in the graph in fig.8. Auxiliary diagonal line in the fig.8 represents the state of saturation when soil water ratio equals void ratio and the total volume of pores is filled with water. Curve divides shrinkage

[ ] <sup>1</sup> *<sup>e</sup>* 

(3)

When studying shrinkage characteristics of heavy soils, it is practical to quantify the potential of this phenomena. For this purpose two parameters were introduced in soil science: COLE (Coefficient of Linear Extensibility) and PLE (Potential Linear Extensibility). COLE was introduced by Grossman [10] and it is used for quantifying shrink-swell potential of soil:

$$\text{COLE} = \left(\frac{V\_{wet}}{V\_{dry}}\right)^{\frac{1}{3}} - 1 \text{ [ ${-}$ ]} \tag{4}$$

where Vwet is the volume of wet soil and Vdry is the volume of dry soil.

The second parameter expressing shink-swell soil potential is PLE, which is the potential for soil swelling and shrinking in field conditions. It considers swelling and shrinking properties of the individual soil horizons in the studied soil profile.

$$\text{PLE} = \text{COLE}\_{\text{(l)}} \cdot \text{Z}\_{h(\text{)}} + \text{COLE}\_{\text{(2)}} \cdot \text{Zh}\_{\text{(2)}} + \dots + \text{COLE}\_{\text{(n)}} \cdot \text{Zh}\_{\text{(n)}} \tag{5}$$

where COLE(n) is a COLE value for n- horizon, zh(n) is the width of n-horizon [cm], and zh(1) + zh(2) + ... + zh(n) = 100.

PLE is the value of maximum (potential) change in length of a 100cm thick soil profile due to swelling and shrinkage process. After COLE and PLE has been set, a soil can be classified according to COLE value [11], tab.2 or PLE values [12], tab.2.


**Table 2.** Classification of shrink-swell potential by COLE and PLE values

#### *3.4.3. Formulation of relationships between volumetric changes and vertical subsidence of soils*

Soils volumetric change is a three-dimensional process. In nature, drying of soils is partly reflected in cracks formation and partly in the soil surface subsidence. Therefore soil changes are horizontal, caused by opening and closure of cracks, and vertical as soil surface movement. In laboratory, soil volumetric changes are visible as changes in geometric dimensions of an undisturbed specimen of soil. Calculations are based on the following equations fig.9.:

$$
\Delta \mathbf{V} = \Delta \mathbf{V} \mathbf{v} + \Delta \mathbf{V} \mathbf{h} \tag{6}
$$

The Impact of Clay Minerals on Soil Hydrological Processes 131

(9)

**Figure 9.** Volume change of isotropic soil sample in shaper of cube during drying process, (dashed line express the sample in saturated state (sample height Zs), continuos line express the sample after

The equation above (8) is implemented in the mathematical simulation model FLOCR [14], which is designed to calculate the thickness of each layer. Horizotal volumetric change can

1

 

*V V V V*

*s s*

*V V*

Experimental measurements of the dependency V = f() in the vertical line of a soil profile allow for the calculation of crack porosity volume and the overall subsidence or lift of soil surface induced by moisture changes. With the knowledge of geometric characteristics of crack networkwork, cross-sectional surface and avg thickness (rate of openness) of cracks can be

Non-dimensional geometric factor rs is the ratio of participation in soil volumetric changes of both crack formation and vertical movements. It can be influenced by external load and possibly by terrain settling process, which occurs when the clay sheet particles are

In nature, isotropic shrinking with rs = 3 can occur in most soils. Provided that during drying the vertical change in height of a soil specimen and the volume of water saturated soil are measured, the equation (8) can be used to calculate the geometric factor rs. This factor can be

<sup>3</sup> <sup>m</sup> *sr*

be expressed by the following combination of equations (6,7,8):

*3.4.4. Geometric factor of volumetric changes* 

rs = 3 isotropic shrinking;

*h s*

orientated in one predominant direction. rs can reach the following values:

rs all soil volumetric changes are horizontal; i.e. only cracks are formed.

calculated from the equation mentioned previously in its analytical form:

rs = 1 no cracking process, all soil volumetric changes are vertical; 1 rs 3 vertical movement predominates over crack formation

rs 3 crack formation predominated over vertical movement;

shrinkage (sample height Z)

calculated.

where

$$
\Delta \mathbf{V} \mathbf{v} = \mathbf{z}s^2 \ . \ \Lambda \mathbf{z} \quad \text{[m $^3$ ]}\tag{7}
$$

Mathematical expression of the relationship between soil volumetric change and vertical subsidence is as follows [13]:

$$
\Delta z = z\_s - \left[ \left( \frac{V}{V\_s} \right)^{\frac{1}{r\_s}} \right] z\_{s'} \text{[m $^3$ ]} \tag{8}
$$

where


V soil volume after shrinkage [m3];


**Figure 9.** Volume change of isotropic soil sample in shaper of cube during drying process, (dashed line express the sample in saturated state (sample height Zs), continuos line express the sample after shrinkage (sample height Z)

The equation above (8) is implemented in the mathematical simulation model FLOCR [14], which is designed to calculate the thickness of each layer. Horizotal volumetric change can be expressed by the following combination of equations (6,7,8):

$$
\Delta V\_h = V\_s \left[ \left( \frac{V}{V\_s} \right)^{\frac{1}{r\_s}} - \frac{V}{V\_s} \right] \left[ \text{m}^3 \right] \tag{9}
$$

Experimental measurements of the dependency V = f() in the vertical line of a soil profile allow for the calculation of crack porosity volume and the overall subsidence or lift of soil surface induced by moisture changes. With the knowledge of geometric characteristics of crack networkwork, cross-sectional surface and avg thickness (rate of openness) of cracks can be calculated.

#### *3.4.4. Geometric factor of volumetric changes*

Non-dimensional geometric factor rs is the ratio of participation in soil volumetric changes of both crack formation and vertical movements. It can be influenced by external load and possibly by terrain settling process, which occurs when the clay sheet particles are orientated in one predominant direction. rs can reach the following values:

rs = 1 no cracking process, all soil volumetric changes are vertical;

1 rs 3 vertical movement predominates over crack formation

rs = 3 isotropic shrinking;

130 Clay Minerals in Nature – Their Characterization, Modification and Application

according to COLE value [11], tab.2 or PLE values [12], tab.2.

**Table 2.** Classification of shrink-swell potential by COLE and PLE values

Vv = zs

V total volumetric change of a soil specimen [m3] ; Vv vertical volumetric change of a soil specime [m3]; Vh horizontal volumetric change of a soil specimen [m3];

Vs volume of a saturated soil specimen [m3]; z change in height of a soil specimen [m]; zs height of a saturated soil specimen [m]; z height of a soil specimen after shrinking [m];

V soil volume after shrinkage [m3];

rs geometric factor [-].

subsidence is as follows [13]:

where

where

PLE is the value of maximum (potential) change in length of a 100cm thick soil profile due to swelling and shrinkage process. After COLE and PLE has been set, a soil can be classified

*3.4.3. Formulation of relationships between volumetric changes and vertical subsidence of soils* 

Soils volumetric change is a three-dimensional process. In nature, drying of soils is partly reflected in cracks formation and partly in the soil surface subsidence. Therefore soil changes are horizontal, caused by opening and closure of cracks, and vertical as soil surface movement. In laboratory, soil volumetric changes are visible as changes in geometric dimensions of an undisturbed specimen of soil. Calculations are based on the following equations fig.9.:

V = Vv + Vh (6)

Mathematical expression of the relationship between soil volumetric change and vertical

*s s s V zz z V*

 

 

1

<sup>3</sup> ,[m ] *<sup>s</sup> <sup>r</sup>*

2 . z [m3] (7)

(8)


In nature, isotropic shrinking with rs = 3 can occur in most soils. Provided that during drying the vertical change in height of a soil specimen and the volume of water saturated soil are measured, the equation (8) can be used to calculate the geometric factor rs. This factor can be calculated from the equation mentioned previously in its analytical form:

$$r\_s = \frac{\log(\frac{V}{V\_s})}{\log\left[\frac{-\left(\Delta z\right) + z\_s\right]}{z\_s}\right] \quad \text{[--]} \tag{10}$$

The Impact of Clay Minerals on Soil Hydrological Processes 133

In this particular case of heavy soils water regime, FLOCR model was used (FLOw in CRacking soils) [14]. The model was developed in The Netherlands and it simulates onedimensional vertical water flow in aeration zone of a two-domain soil profile. It assumes that water flow through soil matrix in unsaturated zone can be calculated by Richards`equation and volumetric changes by the formula (6). A soil profile is divided in layers, there can be max. 30 layers in a soil profile. For each layer, the model calculates water inflow and drainage, volumetric changes, crack volumes, changes in layer width, moisture potential as a pressure height and volumetric moisture. For a soil profile as a whole, the model calculates total volume of cracks, vertical movements of soil surface, GWL, drainage, actual evapotranspiration and surface runoff. The model can be used also for the soils with

more horizons of different hydrophysical properties. Max. Number of horizons is 5.

**4.1. Quantification of volmetric changes in ESL soils** 

**4. Results** 

every soil sample.

Distribution, I.fr. < 0.001 mm.

The input data entering the model are: hydrophysical properties of a soil profile (moisture retention curve, saturated and unsaturated hydraulic conductivity, shrinking characteristics), upper and lower boundary condition, precipitations, potential evapotranspiration, spacial determination of a soil profile, setting of a computational step.

Altogether, 90 samples of different gran-size structure were analysed. Time-course of volumetric changes of soils with varying clay particles ratio is pictured in fig. 10. The graph shows considerable impact of clay particles ratio in soil on the rate of volumetric changes with regard to the conditions of saturation. When the content of particles of the I. fraction (I. fraction (I.fr.) is colloidal clay - particles < 0,001 mm, I. kat.- particles < 0,01 mm) exceeds 25%, this increase shoots up other volumetric changes (difference between upper and lower line). Therefore water desorption from soil during drying requires different time interval for

**Figure 10.** Processing the courses of the volume changes of the soil with the different particle size

#### *3.4.5. Measurements of crack networkwork characteristics*

Cracks represent horizontal volumetric changes of soil. On the soil surface they form a mosaic that reminds a network. Stability of soil matrix walls is ensured by cohesive forces in soil. It is enforced by humic and other organic substances. It is a well-known fact that cracks are formed in places where mechanical strength is lower, usually in the same area not only during one year but also in more consecutive seasons. It means that if a crack networkwork was created in an area, cracks shall open repeatedly, unless significant changes occurred in mechanical characteristics of the soil [15], [7]. Study of cracks geometry and determination of their characteristic has been increasingly important with regard to physical structure of soil which is characterised by physical soil properties. This relationship may be useful for formulating predictions about cracks formation in a soil type. With a view to define geometric properties of cracks the following characteristics can be used: Lc – length (total length of cracks on a measured surface) [m], dc – width (avg crack openness) [m], zc – depth [m], - specific length (length of cracks on a measured surface) [m.m-2], Rc – specific density (number of cracks on a unit of length) [m2.m-2], Spr = Lc . dc, Sc – internal surface of cracks ("wall surface" of cracks on a unit of soil surface area) [m2.m2], Sc 2 . Lc . zc, Pc – crack porosity (crack volume in a unit of soil volume) [m3.m-3], Pac – crack porosity of aeration zone (crack volume on a unit of soil surface to GWL depth) [m3.m-3]. Geometric characteristics of crack networkwork were studied in Milhostov area. From 3m above the ground photodocumentation was made, on the ground of which geometric characteristics of crack networkwork were evaluated.

#### *3.4.6. Numerical simulation of heavy soils water regime*

Numerical simulation of water movement through the unsaturated soil is based on the interrelation of this sub-system with other sub-systems of the system: atmosphere – plant cover – unsaturated zone – groundwater. When coming in contact with water, impacted unsaturated zone responds by water regime changes in time and space. With a view to authentically simulate the results of such water movement, so that the model approaches reality as much as possible, very precise input data are vital. The input data are of five types: metheorological and climatic conditions, plant cover characteristics, hydrological conditions, topographic data of the observed area and initial and boundary conditions. In case of numerical simulation of water regime in heavy soils, shrinking and swelling characteristics must be included as well. Outputs from the model provide information on the development of soil water content in every horizon in unsaturated soil, on water flow through upper and lower boundary of unsaturated zone during the whole modelled period. The model can be verified by comparing the outputs from the model with the data monitored on-site.

In this particular case of heavy soils water regime, FLOCR model was used (FLOw in CRacking soils) [14]. The model was developed in The Netherlands and it simulates onedimensional vertical water flow in aeration zone of a two-domain soil profile. It assumes that water flow through soil matrix in unsaturated zone can be calculated by Richards`equation and volumetric changes by the formula (6). A soil profile is divided in layers, there can be max. 30 layers in a soil profile. For each layer, the model calculates water inflow and drainage, volumetric changes, crack volumes, changes in layer width, moisture potential as a pressure height and volumetric moisture. For a soil profile as a whole, the model calculates total volume of cracks, vertical movements of soil surface, GWL, drainage, actual evapotranspiration and surface runoff. The model can be used also for the soils with more horizons of different hydrophysical properties. Max. Number of horizons is 5.

The input data entering the model are: hydrophysical properties of a soil profile (moisture retention curve, saturated and unsaturated hydraulic conductivity, shrinking characteristics), upper and lower boundary condition, precipitations, potential evapotranspiration, spacial determination of a soil profile, setting of a computational step.

## **4. Results**

132 Clay Minerals in Nature – Their Characterization, Modification and Application

*3.4.5. Measurements of crack networkwork characteristics* 

*s*

of which geometric characteristics of crack networkwork were evaluated.

Numerical simulation of water movement through the unsaturated soil is based on the interrelation of this sub-system with other sub-systems of the system: atmosphere – plant cover – unsaturated zone – groundwater. When coming in contact with water, impacted unsaturated zone responds by water regime changes in time and space. With a view to authentically simulate the results of such water movement, so that the model approaches reality as much as possible, very precise input data are vital. The input data are of five types: metheorological and climatic conditions, plant cover characteristics, hydrological conditions, topographic data of the observed area and initial and boundary conditions. In case of numerical simulation of water regime in heavy soils, shrinking and swelling characteristics must be included as well. Outputs from the model provide information on the development of soil water content in every horizon in unsaturated soil, on water flow through upper and lower boundary of unsaturated zone during the whole modelled period. The model can be verified by comparing the outputs from the model with the data

*3.4.6. Numerical simulation of heavy soils water regime* 

monitored on-site.

*r*

*z z z*

*s*

(10)

[ ] ) log *s*

*s*

log( )

 

Cracks represent horizontal volumetric changes of soil. On the soil surface they form a mosaic that reminds a network. Stability of soil matrix walls is ensured by cohesive forces in soil. It is enforced by humic and other organic substances. It is a well-known fact that cracks are formed in places where mechanical strength is lower, usually in the same area not only during one year but also in more consecutive seasons. It means that if a crack networkwork was created in an area, cracks shall open repeatedly, unless significant changes occurred in mechanical characteristics of the soil [15], [7]. Study of cracks geometry and determination of their characteristic has been increasingly important with regard to physical structure of soil which is characterised by physical soil properties. This relationship may be useful for formulating predictions about cracks formation in a soil type. With a view to define geometric properties of cracks the following characteristics can be used: Lc – length (total length of cracks on a measured surface) [m], dc – width (avg crack openness) [m], zc – depth [m], - specific length (length of cracks on a measured surface) [m.m-2], Rc – specific density (number of cracks on a unit of length) [m2.m-2], Spr = Lc . dc, Sc – internal surface of cracks ("wall surface" of cracks on a unit of soil surface area) [m2.m2], Sc 2 . Lc . zc, Pc – crack porosity (crack volume in a unit of soil volume) [m3.m-3], Pac – crack porosity of aeration zone (crack volume on a unit of soil surface to GWL depth) [m3.m-3]. Geometric characteristics of crack networkwork were studied in Milhostov area. From 3m above the ground photodocumentation was made, on the ground

*V V*

#### **4.1. Quantification of volmetric changes in ESL soils**

Altogether, 90 samples of different gran-size structure were analysed. Time-course of volumetric changes of soils with varying clay particles ratio is pictured in fig. 10. The graph shows considerable impact of clay particles ratio in soil on the rate of volumetric changes with regard to the conditions of saturation. When the content of particles of the I. fraction (I. fraction (I.fr.) is colloidal clay - particles < 0,001 mm, I. kat.- particles < 0,01 mm) exceeds 25%, this increase shoots up other volumetric changes (difference between upper and lower line). Therefore water desorption from soil during drying requires different time interval for every soil sample.

**Figure 10.** Processing the courses of the volume changes of the soil with the different particle size Distribution, I.fr. < 0.001 mm.

Fig. 11 shows the course of volumetric changes of soils of various grain-size structure with regard to volumetric moisture. The differences in volumetric changes in each part of I. fraction are obvious. It can be seen that volumetric changes can reach 40 % of the saturated soil volume. In fig.11 volumetric changes at different moisture levels for different soil samples are considered. Thus the lines in the graph represent volumetric changes measured simultaneously in various soil samples with different moisture values. Initially, all the lines of the first fraction are in one bundle.

The Impact of Clay Minerals on Soil Hydrological Processes 135

Fig.13 shows a three-dimensional visualisation of the measured results. It is a three dimensional axionometric representation of 190 measurements of dependencies between volumetric soil changes with regard to the content of physical clay and volumetric moisture. Fig. 13 on the left is a graphical representation of the measured data. On the right there is a

**Figure 13.** The three-domain representation of the measured volumetric changes of soil in dependence

In the soil profiles mentioned in paragraph 3.1, shrinkage properties were determined in layers 0.1m thick by means of the method described in paragraph 3.4.1. Fig. 14 shows the comparison between the soil profiles with different clay minerals content, which has considerable impact on the course of shrinkage characteristics. Shrinkage process in clay soils comprise three distinct shrinkage phases. In light soils (on the right) shrinkage is very slight. Knowledge of shrinking characteristics is vital for precise numerical simulating of

**Figure 14.** Comparison of shrinkage characteristics of heavy clay (Senné, clay 49%) and lighter loam

on the humidity and the grain structure and polynomial representation of this dependency.

**4.2. Shrinkage characteristics** 

heavy soils water regime.

(Milhostov, clay 23%).

graphical representation of the same values by means of 3rd order polynomials.

**Figure 11.** The course of the volume changes of the soils with the different particle size distribution during drying depending on the bulk water content. Differences at individual levels of 1. Fraction content are obvious.

When the particle content in the I. fraction is less then 20 %, important volumetric changes occured during the first 5.5h and in the following 25h there were just slight changes in soil volume.

Fig. 12 shows the course of volume changes in soils of different textural composition, with regard to soil volumetric moisture. The differences in volumetric changes in soils with various ratio of fraction I. are evident. On the grounds of the stated results, it is obvious that physical clay content and soil moisture have a decisive impact on soil volumetric changes.

**Figure 12.** The soil volume changes at different water contents (bulk water content θ is expressed by the time of drying) with the different content of particle of 1. fraction

Fig.13 shows a three-dimensional visualisation of the measured results. It is a three dimensional axionometric representation of 190 measurements of dependencies between volumetric soil changes with regard to the content of physical clay and volumetric moisture. Fig. 13 on the left is a graphical representation of the measured data. On the right there is a graphical representation of the same values by means of 3rd order polynomials.

**Figure 13.** The three-domain representation of the measured volumetric changes of soil in dependence on the humidity and the grain structure and polynomial representation of this dependency.

#### **4.2. Shrinkage characteristics**

134 Clay Minerals in Nature – Their Characterization, Modification and Application

of the first fraction are in one bundle.

content are obvious.

volume.

Fig. 11 shows the course of volumetric changes of soils of various grain-size structure with regard to volumetric moisture. The differences in volumetric changes in each part of I. fraction are obvious. It can be seen that volumetric changes can reach 40 % of the saturated soil volume. In fig.11 volumetric changes at different moisture levels for different soil samples are considered. Thus the lines in the graph represent volumetric changes measured simultaneously in various soil samples with different moisture values. Initially, all the lines

**Figure 11.** The course of the volume changes of the soils with the different particle size distribution during drying depending on the bulk water content. Differences at individual levels of 1. Fraction

When the particle content in the I. fraction is less then 20 %, important volumetric changes occured during the first 5.5h and in the following 25h there were just slight changes in soil

Fig. 12 shows the course of volume changes in soils of different textural composition, with regard to soil volumetric moisture. The differences in volumetric changes in soils with various ratio of fraction I. are evident. On the grounds of the stated results, it is obvious that physical

**Figure 12.** The soil volume changes at different water contents (bulk water content θ is expressed by

the time of drying) with the different content of particle of 1. fraction

clay content and soil moisture have a decisive impact on soil volumetric changes.

In the soil profiles mentioned in paragraph 3.1, shrinkage properties were determined in layers 0.1m thick by means of the method described in paragraph 3.4.1. Fig. 14 shows the comparison between the soil profiles with different clay minerals content, which has considerable impact on the course of shrinkage characteristics. Shrinkage process in clay soils comprise three distinct shrinkage phases. In light soils (on the right) shrinkage is very slight. Knowledge of shrinking characteristics is vital for precise numerical simulating of heavy soils water regime.

**Figure 14.** Comparison of shrinkage characteristics of heavy clay (Senné, clay 49%) and lighter loam (Milhostov, clay 23%).

## **4.3. Evaluation of shrink-swell potential of ESL soils**

The quantification of volumetric change potential was performed in laboratory on the examined profiles by means of COLE and PLE coefficients.

The Impact of Clay Minerals on Soil Hydrological Processes 137

**Figure 16.** Results of vertical movements of soil surface measurements in 2003

In Fig.3 you can see the types of crack network structure identified in this work on the basis of common particular features [7]. The most common structure is *characteristic structure of crack network*, fig. 17a, which occurs in the soils cultivated by common agrotechnology. Another structure is a sporadic crack structure of *linear typ,* fig. 17b. It is an accidental structure occurring on seedbeds or on paths between them. It is a separate element on the surface of agriculturally cultivated fields. The third type is a sporadic structure of *cluster type,* fig. 17c**.** It is formed by small clusters of cracks on small areas which are caused by enormous soil drying in these areas. Crack network structure of *anthropogenic character,* fig. 17d, is a network which is caused by sowing mechanisms blades. It has a regular square structure. In comparison with preceding structure it is characterised by relatively smaller

**4.5. Structure of crack network in the locality of Milhostov** 

values of specific length and crack density.

Value of PLE=15,30cm in Senné classifies the soil profile as "High shrinkage" in Reeve classification. It means that soil profile can potentially change its thickness by 15,30cm into the depth of 1m. However, it is only theoretical assumption which is very unlikely to occur in nature. The highest vertical movement measured in Senné locality during research works was 5,51cm.

Dependency between COLE and clay minerals measured on ESL was compared to the results gained in the Netherland and USA [9], [11], [16] fig. 15. Comparison indicates that examined dependency measured on ESL has slightly steeper slope comparing to the data from literature. It is probably related to spatial variability of mineral structure of clay particles, mainly by presence of illite and montmorillonite group of clay minerals.

#### **4.4. Field measurements of vertical soil surface movements**

Vertical soil surface movement is one of the signs of volumetric changes. Fig. 16 shows the results of vertical water movement in 2003. Results indicate that the largest soil surface movements occured in Senné locality (5.51cm). It was 4.08cm in Sírnik area and 3.18cm in the Milhostov area. Results comply with the analysis based on PLE and COLE values. It is possible to calculate water storage in active layer of soil profile by vertical movements. Value of the geometric factor – rs (that is dependent on the ratio of horizontal and vertical part of shrinkage) was laboratory determined. In every analysed profile the value of rs was dentified for 0.10 m thick layers. In the Senné avg value rs = 2.85 was measured. It means that the vertical soil surface movement dominates over creation of soil cracks. In Milhostov the avg measured value was rs = 3.1 is. Horizontal changes slightly dominate over vertical changes with regard to the total volumetric change. In Sírnik profile to 0.80m depth rs value was isotropical, rs=3.

**Figure 15.** Comparison between cole dependency on clay particles content on ESL and dependencies measured in heavy soils in Netherlands and USA.

**Figure 16.** Results of vertical movements of soil surface measurements in 2003

#### **4.5. Structure of crack network in the locality of Milhostov**

136 Clay Minerals in Nature – Their Characterization, Modification and Application

**4.3. Evaluation of shrink-swell potential of ESL soils** 

examined profiles by means of COLE and PLE coefficients.

was 5,51cm.

The quantification of volumetric change potential was performed in laboratory on the

Value of PLE=15,30cm in Senné classifies the soil profile as "High shrinkage" in Reeve classification. It means that soil profile can potentially change its thickness by 15,30cm into the depth of 1m. However, it is only theoretical assumption which is very unlikely to occur in nature. The highest vertical movement measured in Senné locality during research works

Dependency between COLE and clay minerals measured on ESL was compared to the results gained in the Netherland and USA [9], [11], [16] fig. 15. Comparison indicates that examined dependency measured on ESL has slightly steeper slope comparing to the data from literature. It is probably related to spatial variability of mineral structure of clay

Vertical soil surface movement is one of the signs of volumetric changes. Fig. 16 shows the results of vertical water movement in 2003. Results indicate that the largest soil surface movements occured in Senné locality (5.51cm). It was 4.08cm in Sírnik area and 3.18cm in the Milhostov area. Results comply with the analysis based on PLE and COLE values. It is possible to calculate water storage in active layer of soil profile by vertical movements. Value of the geometric factor – rs (that is dependent on the ratio of horizontal and vertical part of shrinkage) was laboratory determined. In every analysed profile the value of rs was dentified for 0.10 m thick layers. In the Senné avg value rs = 2.85 was measured. It means that the vertical soil surface movement dominates over creation of soil cracks. In Milhostov the avg measured value was rs = 3.1 is. Horizontal changes slightly dominate over vertical changes with regard to the total volumetric change. In Sírnik profile to 0.80m depth rs value was isotropical, rs=3.

**Figure 15.** Comparison between cole dependency on clay particles content on ESL and dependencies

measured in heavy soils in Netherlands and USA.

particles, mainly by presence of illite and montmorillonite group of clay minerals.

**4.4. Field measurements of vertical soil surface movements** 

In Fig.3 you can see the types of crack network structure identified in this work on the basis of common particular features [7]. The most common structure is *characteristic structure of crack network*, fig. 17a, which occurs in the soils cultivated by common agrotechnology. Another structure is a sporadic crack structure of *linear typ,* fig. 17b. It is an accidental structure occurring on seedbeds or on paths between them. It is a separate element on the surface of agriculturally cultivated fields. The third type is a sporadic structure of *cluster type,* fig. 17c**.** It is formed by small clusters of cracks on small areas which are caused by enormous soil drying in these areas. Crack network structure of *anthropogenic character,* fig. 17d, is a network which is caused by sowing mechanisms blades. It has a regular square structure. In comparison with preceding structure it is characterised by relatively smaller values of specific length and crack density.

The Impact of Clay Minerals on Soil Hydrological Processes 139

**4.6. Selected results of numerical simulation of soil water regime on ESL** 

examined profiles. The depth to which the soil profiles are dried can be seen.

In the figure below, the results of 2003 numerical simulation of water regime are described. This year has been one of the driest years in Senné area in terms of soil water storage since 2007. Therefore the impact of the clay minerals on hydrological processes in soil environment can be proved. The schemes graphically represent the results of moisture volume measurements in the

**Figure 19.** Monitored moisture regime of examined soil profiles in 2003 in Senné, Milhostov and Sírnik

After the verification of the numerical simulation results, the simulation of water regime into the depth of 3.0 metres could be started. The targets of the verification were the measurements of the soil moisture regime, GWL course and soil surface vertical movement. The results of moisture regime numerical simulation of the observed profiles into the depth

of 3m during 2003 vegetation period are shown in Fig. 20.

**Figure 20.** Numerical simulation of moisture regime of examined profiles

locality.

**Figure 17.** Structure of heavy soil crack net (locality Milhostov)

The analysis of photographs from Milhostov area showed that total length of cracks in the observed areas Lc was 123m, specific length was Lmc = 5.65 m.m2, specific density was Rc = 3.1 cracks.m-1. Depth of the cracks was estimated on 1.20m based on a dug probe. Therefore the average area of internal walls with neglected turtuzoity is 13.56 m2.m-1. At the occurrence of sudden and extreme rainfall, the infiltration is realised not only by soil matrix surface but also by water permeation through cracks as the cracks are filled with water. Fig. 18 shows the evaluation of 234 soil matrices. The distribution indicates that the most occurring soil matrix area is within the interval 0.05-0.10 m2. The average area of the soil matrix is 0.121m2.

**Figure 18.** Distribution abundance of soil matrix area in the locality Milhostov

#### **4.6. Selected results of numerical simulation of soil water regime on ESL**

138 Clay Minerals in Nature – Their Characterization, Modification and Application

**Figure 17.** Structure of heavy soil crack net (locality Milhostov)

**Figure 18.** Distribution abundance of soil matrix area in the locality Milhostov

matrix is 0.121m2.

The analysis of photographs from Milhostov area showed that total length of cracks in the observed areas Lc was 123m, specific length was Lmc = 5.65 m.m2, specific density was Rc = 3.1 cracks.m-1. Depth of the cracks was estimated on 1.20m based on a dug probe. Therefore the average area of internal walls with neglected turtuzoity is 13.56 m2.m-1. At the occurrence of sudden and extreme rainfall, the infiltration is realised not only by soil matrix surface but also by water permeation through cracks as the cracks are filled with water. Fig. 18 shows the evaluation of 234 soil matrices. The distribution indicates that the most occurring soil matrix area is within the interval 0.05-0.10 m2. The average area of the soil In the figure below, the results of 2003 numerical simulation of water regime are described. This year has been one of the driest years in Senné area in terms of soil water storage since 2007. Therefore the impact of the clay minerals on hydrological processes in soil environment can be proved. The schemes graphically represent the results of moisture volume measurements in the examined profiles. The depth to which the soil profiles are dried can be seen.

**Figure 19.** Monitored moisture regime of examined soil profiles in 2003 in Senné, Milhostov and Sírnik locality.

After the verification of the numerical simulation results, the simulation of water regime into the depth of 3.0 metres could be started. The targets of the verification were the measurements of the soil moisture regime, GWL course and soil surface vertical movement. The results of moisture regime numerical simulation of the observed profiles into the depth of 3m during 2003 vegetation period are shown in Fig. 20.

**Figure 20.** Numerical simulation of moisture regime of examined profiles

In Milhostov and Sírnik the influence of material interface along the vertical line of soil profiles is clearly manifested. In Milhostov the upper soil horizons are heavier with higher content of clay compared to the lower horizons. In Sírnik the situation is just the other way round and in Senné the soil profile is homogenous. Balance values illustrated in tab. 3 (based on fig. 21) confirm that the heavy soil profile in Senné can absorb rainwater through the cracks better then the Milhostov profile. Surface runoff did not occur in 2003. Its occurrence was observed only once, in Milhostov in 2001. It was induced by heavy rain in July 2001 when the daily rainfall accrual was 82mm. This rain event provoked 17mm surface runoff. The rest was absorbed by soil matrix and cracks.

The Impact of Clay Minerals on Soil Hydrological Processes 141

\*values are listed for the Sírnik locality for period from 1.5. to 30.9.

dry periods.

continually rises at present.

**Table 3.** Balance table (values according to the model (mm) for vegetal period: 1.4 to 30.9.

The other step was to analyse a 30-year series of daily rainfall accrual, from which the rainfall event with the periodicity of 0.01 was calculated, i.e. the probability of its repetition is once in every 100 years. The value of extreme rainfall daily accrual was 76mm, fig. 22. This datum was incorporated to the inputs entering the model on the day when the soil profile was the driest, which was calculated to September 5th, 2001. Then he consequent output from the model, based on the added fictitious rainfall event, was evaluated and its influence on the soil profile water regime was analysed. The model showed a very sensitive response of the soil profile to the added fictitious rainfall. It proves the differentiation of volumetric moisture states along the vertical line of the soil profile and the course of groundwater level fig. 22, 23, 24. Surface runoff had a zero (0) value when the simulation considered real rainfall (no extreme rainfall). The addition of extreme rainfall resulted in surface runoff while the soil profile absorbed 56mm of water. At the very limited infiltration ability of the soil matrix surface it means that the significant part of this water content was absorbed immediately by soil cracks. Crack network represents an important retention volume available in heavy soils mainly during

Maximum rainfall accrual that the soil profile would be able to absorb is app. 56 mm, provided the periodicity of rainfall is 0.02, fig. 25. This value disregards surface runoff. From the retention point of view, crack network of a two-domain soil structure has a significant influence on the water regime in immediate high rainfall accruance. This fact is of great importance for the future investigation of two-domain soil structures influence on the water regime as the periodicity of heavy rainstorms occurence

**Figure 21.** Balance scheme for simulated soil profile (explanations are listed in table 3).

### **4.7. Simulation of extreme rainfall influence on the water regime in unsaturated zone**

The network of soil cracks represents a retention volume which is available for rainwater retention in case of extreme rainfall incidents. This effect is manifested most under extreme rainfall incidents. 2001 water regime of soil a profile (from February 14, 2001 to December 18, 2001) was simulated by numerical simulation using the mathematical model FLOCR (FLOw in Cracking soils). The profile is a specimen of extremely heavy soil with a twodomain structure. During the simulation the soil profile to a 3 m depth was defined. The course of groundwater level, volumetric moisture of the observed soil profile and the values of surface runoff were obtained by the simulation. Monitoring process, including the measurements of groundwater level and takings of soil samples in order to define volumetric moisture, took place in the observed locality. Measured data were used to verify the results of the simulation.


\*values are listed for the Sírnik locality for period from 1.5. to 30.9.

140 Clay Minerals in Nature – Their Characterization, Modification and Application

runoff. The rest was absorbed by soil matrix and cracks.

**Figure 21.** Balance scheme for simulated soil profile (explanations are listed in table 3).

**zone** 

the results of the simulation.

**4.7. Simulation of extreme rainfall influence on the water regime in unsaturated** 

The network of soil cracks represents a retention volume which is available for rainwater retention in case of extreme rainfall incidents. This effect is manifested most under extreme rainfall incidents. 2001 water regime of soil a profile (from February 14, 2001 to December 18, 2001) was simulated by numerical simulation using the mathematical model FLOCR (FLOw in Cracking soils). The profile is a specimen of extremely heavy soil with a twodomain structure. During the simulation the soil profile to a 3 m depth was defined. The course of groundwater level, volumetric moisture of the observed soil profile and the values of surface runoff were obtained by the simulation. Monitoring process, including the measurements of groundwater level and takings of soil samples in order to define volumetric moisture, took place in the observed locality. Measured data were used to verify

In Milhostov and Sírnik the influence of material interface along the vertical line of soil profiles is clearly manifested. In Milhostov the upper soil horizons are heavier with higher content of clay compared to the lower horizons. In Sírnik the situation is just the other way round and in Senné the soil profile is homogenous. Balance values illustrated in tab. 3 (based on fig. 21) confirm that the heavy soil profile in Senné can absorb rainwater through the cracks better then the Milhostov profile. Surface runoff did not occur in 2003. Its occurrence was observed only once, in Milhostov in 2001. It was induced by heavy rain in July 2001 when the daily rainfall accrual was 82mm. This rain event provoked 17mm surface

**Table 3.** Balance table (values according to the model (mm) for vegetal period: 1.4 to 30.9.

The other step was to analyse a 30-year series of daily rainfall accrual, from which the rainfall event with the periodicity of 0.01 was calculated, i.e. the probability of its repetition is once in every 100 years. The value of extreme rainfall daily accrual was 76mm, fig. 22. This datum was incorporated to the inputs entering the model on the day when the soil profile was the driest, which was calculated to September 5th, 2001. Then he consequent output from the model, based on the added fictitious rainfall event, was evaluated and its influence on the soil profile water regime was analysed. The model showed a very sensitive response of the soil profile to the added fictitious rainfall. It proves the differentiation of volumetric moisture states along the vertical line of the soil profile and the course of groundwater level fig. 22, 23, 24. Surface runoff had a zero (0) value when the simulation considered real rainfall (no extreme rainfall). The addition of extreme rainfall resulted in surface runoff while the soil profile absorbed 56mm of water. At the very limited infiltration ability of the soil matrix surface it means that the significant part of this water content was absorbed immediately by soil cracks. Crack network represents an important retention volume available in heavy soils mainly during dry periods.

Maximum rainfall accrual that the soil profile would be able to absorb is app. 56 mm, provided the periodicity of rainfall is 0.02, fig. 25. This value disregards surface runoff. From the retention point of view, crack network of a two-domain soil structure has a significant influence on the water regime in immediate high rainfall accruance. This fact is of great importance for the future investigation of two-domain soil structures influence on the water regime as the periodicity of heavy rainstorms occurence continually rises at present.

The Impact of Clay Minerals on Soil Hydrological Processes 143

**Figure 25.** The reaction of model at the time of fictious rainfall event

**4.8. Creation of soil cracks as a soil drought indicator** 

lack of water what finally leads to wilting [17], [18],

One of the evidence of an extreme hydrological processes is the creation of soil drought. In general, soil drought is defined as a shortage of the soil water used by plant cover for its growth. During water shortage plants get into the state of stress and all their physiological processes are focused on plant survival. To assess soil water storage available for plant cover, we conventionally use the following characteristics: moisture retention curve (soilwater content); wilting point (WP) - represents the value of pF = 4.18; threshold point (TP) represents the value of pF = 3.3; field water capacity (FWC) - represents the value of pF = 2.0 to 2.7. Water drought starts when the water supplies in the root zone of a soil profile are on the TP level. TP is a soil moisture state when the physiological processes in plant cover are restricted by water shortage. WP is a soil moisture state when plant cover is in a constant

Heavy soils contain higher percentage of clay minerals. With the changes in soil moisture, these minerals cause the changes in soil volume. During soil profile drying, volumetric changes are manifested by cracks creation. Volume of cracks depends on soil moisture. Soil

**Figure 22.** Meteorological inputs to the model with the added fictious extreme rainfall and observed and calculated courses of groundwater level

**Figure 23.** Redistribution of volume moisture in soil profile

**Figure 24.** Redistribution of volume moisture in soil profile (model – original), (model – extreme).

**Figure 25.** The reaction of model at the time of fictious rainfall event

and calculated courses of groundwater level



Depth under soil surface [ cm ]


**Figure 23.** Redistribution of volume moisture in soil profile

**Figure 22.** Meteorological inputs to the model with the added fictious extreme rainfall and observed

mar apr may jun jul aug sep oct

Observed

Model - original

Model - extreme

Volumetric moisture [ % ]

**Figure 24.** Redistribution of volume moisture in soil profile (model – original), (model – extreme).

#### **4.8. Creation of soil cracks as a soil drought indicator**

One of the evidence of an extreme hydrological processes is the creation of soil drought. In general, soil drought is defined as a shortage of the soil water used by plant cover for its growth. During water shortage plants get into the state of stress and all their physiological processes are focused on plant survival. To assess soil water storage available for plant cover, we conventionally use the following characteristics: moisture retention curve (soilwater content); wilting point (WP) - represents the value of pF = 4.18; threshold point (TP) represents the value of pF = 3.3; field water capacity (FWC) - represents the value of pF = 2.0 to 2.7. Water drought starts when the water supplies in the root zone of a soil profile are on the TP level. TP is a soil moisture state when the physiological processes in plant cover are restricted by water shortage. WP is a soil moisture state when plant cover is in a constant lack of water what finally leads to wilting [17], [18],

Heavy soils contain higher percentage of clay minerals. With the changes in soil moisture, these minerals cause the changes in soil volume. During soil profile drying, volumetric changes are manifested by cracks creation. Volume of cracks depends on soil moisture. Soil

moisture is thus an indicator of a soil profile moisture conditions. The aim of the presented part is to quantify one of the stress factors on the selected soil profile. [19], [20]. In other words, we focus on quantifying water drought by monitoring volume of soil cracks [21], [22], [23], [24].

The Impact of Clay Minerals on Soil Hydrological Processes 145

This phenomena was studied in the soils of the East Slovakian Lowland. Research of mineralogical structure in ESL soils showed a predominant presence of illite and montmorillonite type of clay minerals. Therefore it was possible to identify percentual content of clay with percentual content of particles smaller than 0,002mm (colloidal+physical clay) without a need to distinguish between individual types of clay

Significant dependency of volume changes on clay minerals was demonstrated. Maximum volumetric changes reached up to 40% of saturated soil volume. Varying time intervals of water desorption from the soil samples were identified depending on content of clay particles. The intervals varied between 5 and 80 hours. In shrinkage characteristics of ESL heavy soils all shrinkage phases are contained very distinctly. The soils in Senné area show the highest shrink-swell potential on ESL. The potential compared to Reeve classification is of a high value: PLE = 15.3cm. Maximum values of 5.51cm were identified by field measurements of vertical movements. Assessment of soil isotropy in relation to their volumetric changes and based of the geometric factor rs showed that its values are about 3.0. This value represents isotropy of volumetric changes. Research of geometric characteristics identified 4 types of crack network. It shall be noted that specific length of cracks on a unit

Selected components of soil water regime were monitored in the field. Numerical simulation results were verified by comparison with the monitored results. This paper presents assimilation measurements of heavy soils moisture regime in homogeneous profile and two materially heterogenous profiles. Moisture distribution at the interface of material layers are

The impact of water retention in a two-domain soil structure on rainfall-runoff processes during sudden and intensive rainfall in dry periods was quantified. There is a theory in

Clay minerals presence in soils and consecutive review of their influence on hydrological processes course in the soils is a very extensive issue. Due to limited extent of the present paper only basic approaches to the quantification of clay minerals impact on hydrological

Clay minerals content in soil is stable. Their impact on hydrological processes is manifested in changes in soil water storage. This is most significant during extreme hydrological

In the last years, the increased occurence of crack network formation has been observed. It can be probably accounted for the ongoing climatic changes whose primary manifestation is in the change in rainfall distribution throughout the year- more frequent dry periods and subsequent extreme rainfall. With regard to this, the study of clay minerals impact on the

minerals during determination of percentual content of clay in soil.

of area was Lmc = 5.65 m.m2 and avg soil matrix surface is 0.121 m2.

which cracks are used as an indicator of soil drought creation in the end.

dynamics of soil hydrological processes has an increasing importance.

processes could be studied and illustrated in this chapter.

incindents such as soil drought or extreme rainfall.

illustrated as well.

**6. Further research** 

The study of this problem is based on the analysis of soil moisture regime with regard to cracks volume and the position of TP and WP on the retention curve. For thew purposes of the analysis, Milhostov area soil profile was used. Numerical simulation was calculated with a computational time of 1 day step in 38 year time series of the 1970-2007 vegetation periods.

Fig. 26 shows shrinkage characteristics. These are expressed in the form of a dependency between a void ratio and a moisture ratio and between the overall soil volumetric changes and moisture. Both expressions include TP and WP values. The development of the dependency between a void ratio and a moisture ratio it is assumed that plants get into stress when shrinkage characteristics shifts from normal domain to residual domain. During the shrinkage process non-linearity is observed. Descrease in soil volume is lower than water reduction. That means that the air penetrates into micropores. Moisture ratio has the value of 0.56 for TP and 0.26 for WP. From the development of overall soil volumetric change (shown in the second part at fig. 26) it is assumed that overall soil volumetric change at TP is 6.7% and at WP 14% with regard to the saturated state. This shrinkage induces crack formation in the upper layer of a 1m- thick soil profile i.e. double domain soil structure is formed. Volume of the created cracks at TP moisture is 43mm and at WP moisture 85mm.

**Figure 26.** Basic shrinkage characteristics of heavy soil (Milhostov, Slovakia)

#### **5. Conclusion**

Sources of clay minerals impact on soil hydrological processes consist in their capacity to bind water and subsequently change their volume. Changes in soil hydrological processes result in the change in soil water regime.

This phenomena was studied in the soils of the East Slovakian Lowland. Research of mineralogical structure in ESL soils showed a predominant presence of illite and montmorillonite type of clay minerals. Therefore it was possible to identify percentual content of clay with percentual content of particles smaller than 0,002mm (colloidal+physical clay) without a need to distinguish between individual types of clay minerals during determination of percentual content of clay in soil.

Significant dependency of volume changes on clay minerals was demonstrated. Maximum volumetric changes reached up to 40% of saturated soil volume. Varying time intervals of water desorption from the soil samples were identified depending on content of clay particles. The intervals varied between 5 and 80 hours. In shrinkage characteristics of ESL heavy soils all shrinkage phases are contained very distinctly. The soils in Senné area show the highest shrink-swell potential on ESL. The potential compared to Reeve classification is of a high value: PLE = 15.3cm. Maximum values of 5.51cm were identified by field measurements of vertical movements. Assessment of soil isotropy in relation to their volumetric changes and based of the geometric factor rs showed that its values are about 3.0. This value represents isotropy of volumetric changes. Research of geometric characteristics identified 4 types of crack network. It shall be noted that specific length of cracks on a unit of area was Lmc = 5.65 m.m2 and avg soil matrix surface is 0.121 m2.

Selected components of soil water regime were monitored in the field. Numerical simulation results were verified by comparison with the monitored results. This paper presents assimilation measurements of heavy soils moisture regime in homogeneous profile and two materially heterogenous profiles. Moisture distribution at the interface of material layers are illustrated as well.

The impact of water retention in a two-domain soil structure on rainfall-runoff processes during sudden and intensive rainfall in dry periods was quantified. There is a theory in which cracks are used as an indicator of soil drought creation in the end.

Clay minerals presence in soils and consecutive review of their influence on hydrological processes course in the soils is a very extensive issue. Due to limited extent of the present paper only basic approaches to the quantification of clay minerals impact on hydrological processes could be studied and illustrated in this chapter.

## **6. Further research**

144 Clay Minerals in Nature – Their Characterization, Modification and Application

**Figure 26.** Basic shrinkage characteristics of heavy soil (Milhostov, Slovakia)

Sources of clay minerals impact on soil hydrological processes consist in their capacity to bind water and subsequently change their volume. Changes in soil hydrological processes

[22], [23], [24].

**5. Conclusion** 

result in the change in soil water regime.

moisture is thus an indicator of a soil profile moisture conditions. The aim of the presented part is to quantify one of the stress factors on the selected soil profile. [19], [20]. In other words, we focus on quantifying water drought by monitoring volume of soil cracks [21],

The study of this problem is based on the analysis of soil moisture regime with regard to cracks volume and the position of TP and WP on the retention curve. For thew purposes of the analysis, Milhostov area soil profile was used. Numerical simulation was calculated with a computational time of 1 day step in 38 year time series of the 1970-2007 vegetation periods. Fig. 26 shows shrinkage characteristics. These are expressed in the form of a dependency between a void ratio and a moisture ratio and between the overall soil volumetric changes and moisture. Both expressions include TP and WP values. The development of the dependency between a void ratio and a moisture ratio it is assumed that plants get into stress when shrinkage characteristics shifts from normal domain to residual domain. During the shrinkage process non-linearity is observed. Descrease in soil volume is lower than water reduction. That means that the air penetrates into micropores. Moisture ratio has the value of 0.56 for TP and 0.26 for WP. From the development of overall soil volumetric change (shown in the second part at fig. 26) it is assumed that overall soil volumetric change at TP is 6.7% and at WP 14% with regard to the saturated state. This shrinkage induces crack formation in the upper layer of a 1m- thick soil profile i.e. double domain soil structure is formed. Volume of the created cracks at TP moisture is 43mm and at WP moisture 85mm.

> Clay minerals content in soil is stable. Their impact on hydrological processes is manifested in changes in soil water storage. This is most significant during extreme hydrological incindents such as soil drought or extreme rainfall.

> In the last years, the increased occurence of crack network formation has been observed. It can be probably accounted for the ongoing climatic changes whose primary manifestation is in the change in rainfall distribution throughout the year- more frequent dry periods and subsequent extreme rainfall. With regard to this, the study of clay minerals impact on the dynamics of soil hydrological processes has an increasing importance.

The future research should be focused on the prognostics of the occurence of a twodomain soil structure in an area and on the study of its impact on soil water regime. The prognostics should be based on the numerical simulation and the outputs of the available climatic scenarios. It is advisale that the occurence of a two-domain soil structure be quantified. Mathematical models can be used to numerically simulate the effects of cracks retention volume on water drainage from an area during extreme rainfall incidents. In addition to this, further research into the knowledge of cracks temporal and spacial characteristics, water flow within a crack, into a crack, and flow between cracks and soil matrix should be developed. On the grounds of numerical simulations and field observations, the quantification of crack network influence on the transfer of water, other substances and solutions in soil should be performed. The results of this can be used for proposing the measures for the mitigation of cracks negative impacts and, on the contrary, for using their positive sides in water management in the countryside.

The Impact of Clay Minerals on Soil Hydrological Processes 147

[7] Šútor, J. – Gomboš, M. – Mati, R. - Ivančo, J.: 2002. Carakteristiky zóny aerácie ťažkých pôd Východoslovenskej nížiny. Monografia, ISSN 80-968480-8, ASCO pre ÚH SAV a

[8] Soil Survey Division Staff.: 1993. Soil survey manual : USDA Handb. 18. Washington,

[9] Bronswijk, J. J. B. – Evers-Vermeer, J. J.: 1990. Shrinkage of Dutch clay soil aggregates.

[10] Grossman, R. B. – Brasher, B. R. – Franzmeier, D. P. et al. 1968. Linear extensibility as calculated from natural-clod bulk density measurements. In: Soil Science Society of

[11] Parker, J. C. – Amos, D. F. – Kaster, D. L.: 1977. An evaluation of several methods of estimating soil volume change. In: Soil Science Society of America Journal. 1977, č. 41, s.

[12] Reeve, M. J. – Hall, D. G. M. – Bullock, P.: 1980. The effect of soil composition and environmental factors on the shrinkage of some clayey British soils. In: Journal of Soil

[13] Bronswijk, J. J. B.: 1989. Prediction of actual cracking and subsidence in clay soils. In:

[14] Oostindie, K. – Bronswijk, J. J. B.: 1992. Flocr – A simulation model for the calculation of water balance, cracking and surface subsidence of clay soils : Report 47. Wageningen : The Winand Staring Centre for Integrated Land, Soil and Water

[15] Novák, V. - Šimunek, J. – Genuchten Van, M. Th.: 2000. Infiltration of Water into Soil with Cracks. In: Journal of Irrigation and Drainage Engineering, roč. 126, 2000, č. 1, s.

[16] Schafer, W. M. – Singer, M. J.: 1976. Influence of physical and mineralogical properties on swelling of soils in Yolo County, California. In: Soil Science Society of America

[17] Kotorová, D. - Mati, R.: 2008. Properties and moisture regime of heavy soils in relation

[18] Stehlová, K.: 2007. Assessment of the soil water storage with regard to prognosis of the climate change at lowlands. Cereal Research Communications, 35. 2: 1093-1096 [19] Velísková, Y. (2010) Changes of water resources and soils as components of agroecosystem in Slovakia. Növénytermelés, Vol. 59, suppl., pp. 203-206, ISSN 0546-8191,

[20] Nagy, V. – Sterauerova, V. – Neményi, M. – Milics, G. – Koltai, G.: 2007. The role of soil moisture regime in sustainable agriculture in both side of river Danube in 2002 and

[21] Šoltész, A. - Baroková, D.: 2004. Analysis, prognosis and control of groundwater level regime based on means of numerical modelling. In: Global Warming and other Central European Issues in Environmental Protection: Pollution and Water Resources, Columbia University Press, Vol.XXXV, Columbia, pp.334-347, ISBN 80-

to their cultivation. Cereal Research Communications 36. 5: 1751-1754.

2003. Cereal Research Communications, 35. 2: 821-824.

In: Netherlands Journal of Agricultural Science. 1990, č. 38, s. 175-194.

OVÚN, , 215 s., (in Slovak).

DC. : U.S. Gov. Print Office.

Science. 1980, č. 31, s. 429-442.

Journal. 1976, č. 40, s. 557-562.

http://www.gabcikovo.gov.sk

89139-06-X

Research. 1992, 65 s.

41-47.

Soil Science. 1989, č. 148, s. 87-93.

1059-1064.

America Proceedings. 1968, č. 32, s. 570-573.

## **Author details**

Milan Gomboš *Slovak Academy of Sciences/Institute of Hydrology, Slovak Republic* 

## **Acknowledgement**

The authors would like to thank for the kind support of the project APVV-0139-10, and project VEGA 2/0125/12.

### **7. References**


[7] Šútor, J. – Gomboš, M. – Mati, R. - Ivančo, J.: 2002. Carakteristiky zóny aerácie ťažkých pôd Východoslovenskej nížiny. Monografia, ISSN 80-968480-8, ASCO pre ÚH SAV a OVÚN, , 215 s., (in Slovak).

146 Clay Minerals in Nature – Their Characterization, Modification and Application

*Slovak Academy of Sciences/Institute of Hydrology, Slovak Republic* 

Conterminous United States. U.S. Geological Survey. 1989.

mineralogy of clays. New York : Springer-Verlag. 1995, s. 8-42.

countryside.

**Author details** 

**Acknowledgement** 

project VEGA 2/0125/12.

1931, pp.318-333.

Soil Science. 1978, č. 58, s. 159-166.

**7. References** 

Slovak).

1977, 301 s.,(in Slovak)

Milan Gomboš

The future research should be focused on the prognostics of the occurence of a twodomain soil structure in an area and on the study of its impact on soil water regime. The prognostics should be based on the numerical simulation and the outputs of the available climatic scenarios. It is advisale that the occurence of a two-domain soil structure be quantified. Mathematical models can be used to numerically simulate the effects of cracks retention volume on water drainage from an area during extreme rainfall incidents. In addition to this, further research into the knowledge of cracks temporal and spacial characteristics, water flow within a crack, into a crack, and flow between cracks and soil matrix should be developed. On the grounds of numerical simulations and field observations, the quantification of crack network influence on the transfer of water, other substances and solutions in soil should be performed. The results of this can be used for proposing the measures for the mitigation of cracks negative impacts and, on the contrary, for using their positive sides in water management in the

The authors would like to thank for the kind support of the project APVV-0139-10, and

[1] Richards, L. A.: Capillary conduction of liquids through porous mediums. In: Physics 1,

[2] Ross, G. J.: 1978. Relationships os specific surface area and clay content to shrink – swell potential of soils having different clay mineralogical composition. In: Canadian Journal

[3] Olive, W. W. – Chleborad, A. F. – Frahme, C. W. et al.: 1989. Swelling Clays Map Of The

[4] Velde, B.: 1995. Composition and mineralogy of clay minerals. In: Origin and

[5] Tall, A.: 2002. Porovnanie klasifikačných systémov pre určovanie textúry pôd so zameraním na ťažké pôdy. In: Acta Hydrologica Slovaca, roč. 3, 2002, č. 1, s. 87-93, (in

[6] Čurlík, J. 1977. Pedograficko-mikroskopické a mineralogické štúdium pôd Slovenska : Kandidátska dizertačná práca. Bratislava : Katedra mineralógie a kryštalografie PriFUK.

	- [22] Tall, Andrej Pavelková, D.: 2010, Dana. Predpokladaný vplyv klimatických zmien na hladinu podzemnej vody na Východoslovenskej nížine. In Acta Hydrologica Slovaca, 2010, roč. 11, č. 1, p. 162-166. ISSN 1335-6291.

**Chapter 8** 

© 2012 Carducci et al., licensee InTech. This is an open access chapter distributed under the terms of the Creative Commons Attribution License (http://creativecommons.org/licenses/by/3.0), which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.

© 2012 Carducci et al., licensee InTech. This is a paper distributed under the terms of the Creative Commons Attribution License (http://creativecommons.org/licenses/by/3.0), which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.

**Relations of Clay Fraction Mineralogy, Structure** 

**and Water Retention in Oxidic Latosols (Oxisols)** 

In Brazil, Latosols are by far the main class of soils, mainly when one considers the soils potentially used for agricultural purposes. They cover approximately 50% of the Cerrado Biome, totaling about 200 million hectares, in [46, 52]. The clay mineralogy of these soils are very simple, basically composed by 1:1 clay minerals, mainly kaolinite, and varying proportions of iron- and aluminum-oxides (in this chapter this general term includes oxides, hydroxides and oxi-hydroxides). As the oxides content increases, they tend to be associated with the formation of granular structure, composed by very small and resistant micro-

To explain the formation of micro-aggregates in these highly weathered Latosols, in [30, 31] it is highlighted that iron- and mainly aluminum-oxides act as aggregating agents of mineral particles by changing the arrangement of their components in relation to the plasma, resulting in granular aggregates with a diameter < 300 µm, in an agglutinated pattern, having a high pore volume, which is in turn organized into interconnected cavities, in [100]. Consequently, in these soils, the pore distribution by size is predominantly characterized by two distinct classes of pores: the first one is related to very large or structural pores (among micro-aggregates), which promote rapid internal drainage of the soil, however, they are very susceptible to alteration; and the second one is related to very small pores or textural pores (inside micro-aggregates), in which water is retained with very high energy, in [10, 21, 63]. This segregation of contrasting pores is typical of oxidic Latosols from this region, in which the increase of clay content is associated with higher total porosity and lower bulk

**from the Brazilian Cerrado Biome** 

Additional information is available at the end of the chapter

http://dx.doi.org/10.5772/47785

density, in [31, 37, 46, 72, 88, 89].

**1. Introduction** 

Carla Eloize Carducci, Geraldo César de Oliveira, Nilton Curi, Eduardo da Costa Severiano and Walmes Marques Zeviani

aggregates, occurring in both superficial and sub-superficial soil horizons.


## **Relations of Clay Fraction Mineralogy, Structure and Water Retention in Oxidic Latosols (Oxisols) from the Brazilian Cerrado Biome**

Carla Eloize Carducci, Geraldo César de Oliveira, Nilton Curi, Eduardo da Costa Severiano and Walmes Marques Zeviani

Additional information is available at the end of the chapter

http://dx.doi.org/10.5772/47785

## **1. Introduction**

148 Clay Minerals in Nature – Their Characterization, Modification and Application

2010, roč. 11, č. 1, p. 162-166. ISSN 1335-6291.

hydrológie SAV, 279 s.

307-310.

[22] Tall, Andrej - Pavelková, D.: 2010, Dana. Predpokladaný vplyv klimatických zmien na hladinu podzemnej vody na Východoslovenskej nížine. In Acta Hydrologica Slovaca,

[23] Šútor, J. - Gomboš, M. - Mati, R. - Tall, A. – Ivančo, J. : 2007. Voda v zóne aerácie pôd Východoslovenskej nížiny. ISBN 80-89139-10-8, Bratislava:Michalovce, Ústav

[24] Kandra, B.: 2010. The creation of physiological stress of plants in the meteorological conditions of soil drough. Növénytermelés, Vol. 59, ISSN 0546-8191, Supplement, p.

> In Brazil, Latosols are by far the main class of soils, mainly when one considers the soils potentially used for agricultural purposes. They cover approximately 50% of the Cerrado Biome, totaling about 200 million hectares, in [46, 52]. The clay mineralogy of these soils are very simple, basically composed by 1:1 clay minerals, mainly kaolinite, and varying proportions of iron- and aluminum-oxides (in this chapter this general term includes oxides, hydroxides and oxi-hydroxides). As the oxides content increases, they tend to be associated with the formation of granular structure, composed by very small and resistant microaggregates, occurring in both superficial and sub-superficial soil horizons.

> To explain the formation of micro-aggregates in these highly weathered Latosols, in [30, 31] it is highlighted that iron- and mainly aluminum-oxides act as aggregating agents of mineral particles by changing the arrangement of their components in relation to the plasma, resulting in granular aggregates with a diameter < 300 µm, in an agglutinated pattern, having a high pore volume, which is in turn organized into interconnected cavities, in [100]. Consequently, in these soils, the pore distribution by size is predominantly characterized by two distinct classes of pores: the first one is related to very large or structural pores (among micro-aggregates), which promote rapid internal drainage of the soil, however, they are very susceptible to alteration; and the second one is related to very small pores or textural pores (inside micro-aggregates), in which water is retained with very high energy, in [10, 21, 63]. This segregation of contrasting pores is typical of oxidic Latosols from this region, in which the increase of clay content is associated with higher total porosity and lower bulk density, in [31, 37, 46, 72, 88, 89].

© 2012 Carducci et al., licensee InTech. This is an open access chapter distributed under the terms of the Creative Commons Attribution License (http://creativecommons.org/licenses/by/3.0), which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited. © 2012 Carducci et al., licensee InTech. This is a paper distributed under the terms of the Creative Commons Attribution License (http://creativecommons.org/licenses/by/3.0), which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.

Thus, the content and nature of the clay fraction are very important in the hydro-physical behavior of these highly weathered soils. Under natural conditions, these soils have a high total pore volume, one part being composed by drainable pores (approximately 2/3 of the total pore volume; those with diameters > 145 µm), which are of fundamental importance for the soil high permeability. However, these soils also have high volume of pores with very small diameter (< 2.9 µm; approximately 1/3 of the total pore volume). Therefore, in order to remove the residual water content a considerable amount of energy is required, in [63]. Small amounts of water have been observed to be adsorbed on the soil matrix under 300.000 kPa pressure, in [10].

Relations of Clay Fraction Mineralogy,

Structure and Water Retention in Oxidic Latosols (Oxisols) from the Brazilian Cerrado Biome 151

**Figure 1.** Cerrado area in Brazil, highlighting Goiás state and Federal District (darker area) (Source: [85])

metals) and low levels of available P (phosphorus) to plants [27, 46, 77].

The Latosols are considered the oldest soils on earth. They go from deep to very deep, non hydromorphic, and show great textural variation with clay content ranging from 150 g kg-1 to more than 800 g kg-1 [88, 89]; exhibit low natural fertility due to the strong weatheringleaching, which contrasts with their excellent physical conditions favored by the strong and very small granular structure. Latosols also tend to present high acidity (pH 4.0 to 5.5), low cation exchange capacity, high anion adsorption capacity (especially phosphate and heavy

The beginning of weathering of Latosols in this region dates from the Cretaceous and Tertiary, in [54]. They were formed under conditions of significant weathering-leaching, which contributed to their advanced degree of pedogenic development, resulting in a very simple mineralogy, in [76]. Their clay mineralogy consists basically of 1:1 clay minerals, mainly kaolinite (Si2Al2O5 (OH)4), iron oxides (hematite (Fe2O3) and goethite (FeOOH)) and aluminum oxides (gibbsite (Al(OH)3)) in different proportions, as well as quartz and other resistant minerals, in [16, 38, 39, 44, 46, 54, 65, 73, 74, 75, 76, 77, 83]. There are also registers in the clay fraction of some Latosols formed from rocks richer in iron, of maghemite (Fe2O3) as well as magnetite (Fe3O4) and ilmenite (FeTiO3) in the coarse fraction [93, 97]. The

In the current stage of evolution of the agricultural systems in Brazil, in which yield increments are searched without increasing the productive area, it is necessary to understand in details the hydro-physical behavior of these Latosols, taking into consideration the environmental sustainability, in which underground water recharge is fundamental for the maintenance of the most varied types of edaphical life. It should be mentioned that irrigated agriculture in this region is undergoing accelerated growth and it is not clear until now if the existing water resources are sufficient to support this expansion, in [78]. These soils are usually very deep, providing large reservoirs of water for crops, since there are no chemical constraints for the expansion of the crop root system. Even in the subsuperficial soil horizons, the residual water plays an important role in the maintenance of adequate thermal and physical conditions, which minimizes root death during the pronounced dry season, which is typical of this region.

## **2. Cerrado biome, mineralogy and structure of Oxidic Latosols**

The Brazilian Cerrado, which is the second largest biome in the country, is located in the central part of the South America, including large portions between parallels 3 ° and 24 ° south and between parallels 41º and 63º west. In Brazil, the biome occupies approximately 23.92% of the territory, covering several states (Mato Grosso, Mato Grosso do Sul, Rondônia, Tocantins, Minas Gerais, Bahia, Maranhão, Piauí, Sao Paulo, and particularly Goiás and the Federal District, where this vegetation covers the landscape on a relatively more continuous way (Figure 1), but there is still remaining "islands" of this biome in Pará, Roraima and Amapá states, in [5]. The soils that support this biome are hydrologically important since the major basins (Amazônica, Platina and Sanfranciscana) have many of their springs in this region, in [29, 47].

The Cerrado can be defined as a formation composed of tropical vegetation, represented mainly by grasses, with sparse trees and shrubs, in other words, including floristic and physiognomic aspects of vegetation, constituting a unique biome, in [29], also called neotropical savanna. The soils are represented by Latosols (Oxisols) (50%), Argisols (Ultisols) (15%), Quartzarenic Neosols (Entisols) (15%), Cambisols (Inceptisols) (10%) and Plinthosols (Oxisols having drainage restrictions) (6%) and other soils (4%), in [78]. The Latosols and Quartzarenic Neosols are located in predominantly gentle relief associated with a very sparse hydrography.

pronounced dry season, which is typical of this region.

**2. Cerrado biome, mineralogy and structure of Oxidic Latosols** 

The Brazilian Cerrado, which is the second largest biome in the country, is located in the central part of the South America, including large portions between parallels 3 ° and 24 ° south and between parallels 41º and 63º west. In Brazil, the biome occupies approximately 23.92% of the territory, covering several states (Mato Grosso, Mato Grosso do Sul, Rondônia, Tocantins, Minas Gerais, Bahia, Maranhão, Piauí, Sao Paulo, and particularly Goiás and the Federal District, where this vegetation covers the landscape on a relatively more continuous way (Figure 1), but there is still remaining "islands" of this biome in Pará, Roraima and Amapá states, in [5]. The soils that support this biome are hydrologically important since the major basins (Amazônica, Platina and Sanfranciscana) have many of their springs in this

The Cerrado can be defined as a formation composed of tropical vegetation, represented mainly by grasses, with sparse trees and shrubs, in other words, including floristic and physiognomic aspects of vegetation, constituting a unique biome, in [29], also called neotropical savanna. The soils are represented by Latosols (Oxisols) (50%), Argisols (Ultisols) (15%), Quartzarenic Neosols (Entisols) (15%), Cambisols (Inceptisols) (10%) and Plinthosols (Oxisols having drainage restrictions) (6%) and other soils (4%), in [78]. The Latosols and Quartzarenic Neosols are located in predominantly gentle relief associated

300.000 kPa pressure, in [10].

region, in [29, 47].

with a very sparse hydrography.

Thus, the content and nature of the clay fraction are very important in the hydro-physical behavior of these highly weathered soils. Under natural conditions, these soils have a high total pore volume, one part being composed by drainable pores (approximately 2/3 of the total pore volume; those with diameters > 145 µm), which are of fundamental importance for the soil high permeability. However, these soils also have high volume of pores with very small diameter (< 2.9 µm; approximately 1/3 of the total pore volume). Therefore, in order to remove the residual water content a considerable amount of energy is required, in [63]. Small amounts of water have been observed to be adsorbed on the soil matrix under

In the current stage of evolution of the agricultural systems in Brazil, in which yield increments are searched without increasing the productive area, it is necessary to understand in details the hydro-physical behavior of these Latosols, taking into consideration the environmental sustainability, in which underground water recharge is fundamental for the maintenance of the most varied types of edaphical life. It should be mentioned that irrigated agriculture in this region is undergoing accelerated growth and it is not clear until now if the existing water resources are sufficient to support this expansion, in [78]. These soils are usually very deep, providing large reservoirs of water for crops, since there are no chemical constraints for the expansion of the crop root system. Even in the subsuperficial soil horizons, the residual water plays an important role in the maintenance of adequate thermal and physical conditions, which minimizes root death during the

**Figure 1.** Cerrado area in Brazil, highlighting Goiás state and Federal District (darker area) (Source: [85])

The Latosols are considered the oldest soils on earth. They go from deep to very deep, non hydromorphic, and show great textural variation with clay content ranging from 150 g kg-1 to more than 800 g kg-1 [88, 89]; exhibit low natural fertility due to the strong weatheringleaching, which contrasts with their excellent physical conditions favored by the strong and very small granular structure. Latosols also tend to present high acidity (pH 4.0 to 5.5), low cation exchange capacity, high anion adsorption capacity (especially phosphate and heavy metals) and low levels of available P (phosphorus) to plants [27, 46, 77].

The beginning of weathering of Latosols in this region dates from the Cretaceous and Tertiary, in [54]. They were formed under conditions of significant weathering-leaching, which contributed to their advanced degree of pedogenic development, resulting in a very simple mineralogy, in [76]. Their clay mineralogy consists basically of 1:1 clay minerals, mainly kaolinite (Si2Al2O5 (OH)4), iron oxides (hematite (Fe2O3) and goethite (FeOOH)) and aluminum oxides (gibbsite (Al(OH)3)) in different proportions, as well as quartz and other resistant minerals, in [16, 38, 39, 44, 46, 54, 65, 73, 74, 75, 76, 77, 83]. There are also registers in the clay fraction of some Latosols formed from rocks richer in iron, of maghemite (Fe2O3) as well as magnetite (Fe3O4) and ilmenite (FeTiO3) in the coarse fraction [93, 97]. The

identification of hydroxi-interlayered vermiculite in the clay fraction of A and B horizons of some Latosols has been also registered, in [71].

Relations of Clay Fraction Mineralogy,

Structure and Water Retention in Oxidic Latosols (Oxisols) from the Brazilian Cerrado Biome 153

Based on this knowledge it can be understood that in very weathered tropical soils the micro-aggregates are very resistant and play a prominent role in the formulation of the soil aggregation hierarchy hypothesis. An indication of this resistance is the difficulty of evaluating the clay content in the field, requiring more time for reliable estimates, in [13]. This micro-aggregates resistance also manifests itself in the laboratory analysis of particle size distribution, mainly during the chemical and mechanical soil dispersion, in [38, 39, 63,

**3. Bimodal pore distribution and water retention of oxidic Latosols** 

The development of a specific type of soil structure is usually a consequence of the parent material and soil formation processes and factors, and these will condition many of the physical properties of soil. Marshall, in [55] stated the soil structure is defined as the arrangement of soil particles and the associated voids, including shape, size and arrangement of the aggregates formed by the primary particles (sand, silt and clay) which are grouped into units defined by limits. Marcos, in [53] cited that the morphological evaluation of the soil structure is qualitative, while the physical evaluation is functional.

It is known that soil macrostructure is strongly affected by climatic changes, biological activity, as well as the land use and soil tillage, being vulnerable to mechanical and physicalchemical forces, by according to Hillel, in [41]. In another words, composite structural units or aggregates are formed by aggregation of primary mineral particles in association with organic particles, especially the humidified ones, in [91], originating the soil structure, which influences the porosity. Thus, the aggregates have their own genesis reflected in their size,

According to with this soil structure model, there is a strong influence of the mineralogical components of the clay fraction upon formation of a particular structure type. It is reported, for instance, that oxides (mainly gibbsite, followed by iron oxides-goethite and hematite) jointly with organic matter, in this order of importance, tend to disorganize the particles at

Therefore, the higher content of these components has a greater degree of disorganization and, consequently, the structure tends to become of the granular type. So, gibbsite, iron oxides and organic matter are precursors and maintainers of the granular structure, which is typical of oxidic Latosols in the Cerrado Biome, and it results in high permeability values, in

In Latosols, the granular structure type is responsible for a lower bulk density and a higher porosity values compared to the blocky structure (kaolinitic Latosols), in [10, 22]. The developments of structural- or among micro-pores (> 50 µm diameter) are more expressive in oxidic Latosols, followed by textural- or inside -micro-pores (< 50 µm diameter), in [14, 50, 63]. In oxidic Latosols, the structural pores exhibit a relationship with clay content reflecting on their hydro-physical attributes such as water retention. This feature can be

considered a special characteristic of oxidic Latosols, in [31, 86-89].

shape, composition and stability, in [9, 98].

microscopic scale, in [30, 77].

[30, 31].

99].

Knowledge of Latosol genesis facilitates the identification of their corresponding classes in international soil classification systems: the Oxisols in Soil Taxonomy, in [92] and the Ferralsols in World Reference Base [43]. As peculiar characteristics of Latosols can be cited: the presence of latossolic B horizon (Bw = intense weathering), minimal differentiation between A and B horizons, color varying from reddish to yellowish, depending on the parent material and the factors and processes of soil formation, in [15, 54]. They exhibit weak macrostructure and strong microstructure [28, 30, 31], resulting in 50-300 µm size micro-aggregates, in [100]. These soils constitute the largest class in terms of territorial expression having high potential for agriculture, forestry and livestock purposes, in [46].

The pelitic rocks of the Bambuí Group which occur in Minas Gerais, Bahia and Distrito Federal states are important parent materials of many Latosols of the Cerrado Biome. These rocks are fine grained, resulting in clayey or very clayey soils. In these soils, the kaolinite is the mineral with higher expression in the clay fraction, in [66] and its presence in combination with low levels of iron and aluminum oxides favors the hard consistency when the soil dries, and higher bulk density, which is related to the blocky macrostructure, function of the face-to-face arrangement of the kaolinite plates in [30, 31].

Ferreira et al., in [30] relating the mineralogy and structure of Latosols in southeastern Brazil, stratified them into kaolinitic or gibbsitic soils: in kaolinitic Latosols the micromorphological evaluation showed that the distribution of quartz grains in relation to the plasma, is porphyric. In other words, the grains are enveloped in a dense and continuous plasma, with little tendency to develop the microstructure. This phenomenon is associated with the blocky structure, so that the soils are more compact, less permeable, with lower aggregate stability in water and have a greater susceptibility to sheet erosion. On the other hand, the gibbsitic Latosols show a more uniform distribution of the minerals in relation to the plasma, resulting in smaller granular and resistant aggregates (< 300 µm diameter), in an agglutinated pattern, influencing higher void ratio, which are in turn arranged into interconnected cavities, in [100], showing a greater susceptibility to gully erosion.

Consequently, in these soils the pore distribution by size is characterized by presenting predominantly two distinct classes of pores: the first one is related to very large or structural pores (among micro-aggregates), which promote rapid internal drainage of the soil being, however, very susceptible to alteration; and the second one is related to the very small pores formed among the mineral particles (inside micro-aggregates), in which water is retained with very high energy, characterizing it as hygroscopic water, in [19, 21, 63]. This segregation of contrasting pores is typical of the oxidic Latosols from this region, in [73]. Usually, increasing the clay content of these oxidic Latosols results in increased total porosity and lower bulk density, in [30, 31, 89].

Based on this knowledge it can be understood that in very weathered tropical soils the micro-aggregates are very resistant and play a prominent role in the formulation of the soil aggregation hierarchy hypothesis. An indication of this resistance is the difficulty of evaluating the clay content in the field, requiring more time for reliable estimates, in [13]. This micro-aggregates resistance also manifests itself in the laboratory analysis of particle size distribution, mainly during the chemical and mechanical soil dispersion, in [38, 39, 63, 99].

## **3. Bimodal pore distribution and water retention of oxidic Latosols**

152 Clay Minerals in Nature – Their Characterization, Modification and Application

some Latosols has been also registered, in [71].

purposes, in [46].

erosion.

porosity and lower bulk density, in [30, 31, 89].

identification of hydroxi-interlayered vermiculite in the clay fraction of A and B horizons of

Knowledge of Latosol genesis facilitates the identification of their corresponding classes in international soil classification systems: the Oxisols in Soil Taxonomy, in [92] and the Ferralsols in World Reference Base [43]. As peculiar characteristics of Latosols can be cited: the presence of latossolic B horizon (Bw = intense weathering), minimal differentiation between A and B horizons, color varying from reddish to yellowish, depending on the parent material and the factors and processes of soil formation, in [15, 54]. They exhibit weak macrostructure and strong microstructure [28, 30, 31], resulting in 50-300 µm size micro-aggregates, in [100]. These soils constitute the largest class in terms of territorial expression having high potential for agriculture, forestry and livestock

The pelitic rocks of the Bambuí Group which occur in Minas Gerais, Bahia and Distrito Federal states are important parent materials of many Latosols of the Cerrado Biome. These rocks are fine grained, resulting in clayey or very clayey soils. In these soils, the kaolinite is the mineral with higher expression in the clay fraction, in [66] and its presence in combination with low levels of iron and aluminum oxides favors the hard consistency when the soil dries, and higher bulk density, which is related to the blocky macrostructure,

Ferreira et al., in [30] relating the mineralogy and structure of Latosols in southeastern Brazil, stratified them into kaolinitic or gibbsitic soils: in kaolinitic Latosols the micromorphological evaluation showed that the distribution of quartz grains in relation to the plasma, is porphyric. In other words, the grains are enveloped in a dense and continuous plasma, with little tendency to develop the microstructure. This phenomenon is associated with the blocky structure, so that the soils are more compact, less permeable, with lower aggregate stability in water and have a greater susceptibility to sheet erosion. On the other hand, the gibbsitic Latosols show a more uniform distribution of the minerals in relation to the plasma, resulting in smaller granular and resistant aggregates (< 300 µm diameter), in an agglutinated pattern, influencing higher void ratio, which are in turn arranged into interconnected cavities, in [100], showing a greater susceptibility to gully

Consequently, in these soils the pore distribution by size is characterized by presenting predominantly two distinct classes of pores: the first one is related to very large or structural pores (among micro-aggregates), which promote rapid internal drainage of the soil being, however, very susceptible to alteration; and the second one is related to the very small pores formed among the mineral particles (inside micro-aggregates), in which water is retained with very high energy, characterizing it as hygroscopic water, in [19, 21, 63]. This segregation of contrasting pores is typical of the oxidic Latosols from this region, in [73]. Usually, increasing the clay content of these oxidic Latosols results in increased total

function of the face-to-face arrangement of the kaolinite plates in [30, 31].

The development of a specific type of soil structure is usually a consequence of the parent material and soil formation processes and factors, and these will condition many of the physical properties of soil. Marshall, in [55] stated the soil structure is defined as the arrangement of soil particles and the associated voids, including shape, size and arrangement of the aggregates formed by the primary particles (sand, silt and clay) which are grouped into units defined by limits. Marcos, in [53] cited that the morphological evaluation of the soil structure is qualitative, while the physical evaluation is functional.

It is known that soil macrostructure is strongly affected by climatic changes, biological activity, as well as the land use and soil tillage, being vulnerable to mechanical and physicalchemical forces, by according to Hillel, in [41]. In another words, composite structural units or aggregates are formed by aggregation of primary mineral particles in association with organic particles, especially the humidified ones, in [91], originating the soil structure, which influences the porosity. Thus, the aggregates have their own genesis reflected in their size, shape, composition and stability, in [9, 98].

According to with this soil structure model, there is a strong influence of the mineralogical components of the clay fraction upon formation of a particular structure type. It is reported, for instance, that oxides (mainly gibbsite, followed by iron oxides-goethite and hematite) jointly with organic matter, in this order of importance, tend to disorganize the particles at microscopic scale, in [30, 77].

Therefore, the higher content of these components has a greater degree of disorganization and, consequently, the structure tends to become of the granular type. So, gibbsite, iron oxides and organic matter are precursors and maintainers of the granular structure, which is typical of oxidic Latosols in the Cerrado Biome, and it results in high permeability values, in [30, 31].

In Latosols, the granular structure type is responsible for a lower bulk density and a higher porosity values compared to the blocky structure (kaolinitic Latosols), in [10, 22]. The developments of structural- or among micro-pores (> 50 µm diameter) are more expressive in oxidic Latosols, followed by textural- or inside -micro-pores (< 50 µm diameter), in [14, 50, 63]. In oxidic Latosols, the structural pores exhibit a relationship with clay content reflecting on their hydro-physical attributes such as water retention. This feature can be considered a special characteristic of oxidic Latosols, in [31, 86-89].

Therefore, the presence of this type of structure formed by stable micro-aggregates, especially in the Bw horizons of oxidic Latosols, consequently determines the dominance of structural porosity over textural porosity, giving to these soils excellent permeability and moderate to low water retention, in [14].

Relations of Clay Fraction Mineralogy,

Structure and Water Retention in Oxidic Latosols (Oxisols) from the Brazilian Cerrado Biome 155

Thus, there is a substantial process of water being adsorbed on the surface of clay minerals by electrostatic forces and, hence, the water retention. Gaiser et al. [35] observed significant differences in soil water retention with different mineralogy, noting that soils with low activity clays (1:1 clay minerals and iron- and aluminum-oxides) retain less water when compared to soils that have high activity clays (2:1 clay minerals), using pedotransfer functions. Several studies have indicated a strong influence of clay fraction on water retention in Latosols, in [1, 4, 10, 11, 70, 73, 89]. A few authors claim that clayey Latosols having oxidic mineralogy favor higher water content and more gradual decrease of soil water content with increasing matric potential (in absolute value). The study of water retention developed by van den Berg et al., in [96] in Latosols from different regions showed that the increased release of water occurs at low potentials (between 5 and 10 kPa) similar to what happens with very sandy soils. The spatial variability of water retention in clayey Latosols was studied by Cichota & van Lier, in [12]. These authors observed that the water retained at matric potentials ranging from 1 to 100 kPa is not strictly related to the content of clay, which confirms the theory of Raws et al., in [70] that at low matric potentials the retention curve is directly influenced by structure stability and consequently by the

Many advances have been made in order to better characterize soil water retention. More sophisticated devices as the WP4-T, in [18] should be highlighted, which allows the quantification of the residual water retained at high matric potentials. The residual water retained in the textural pores of oxidic Latosols, although considered unavailable to crops, in [50, 80], may reflect significant water content (up to 0.25 g g-1) in more clayey soils, in [10]. So, it becomes of great interest in studies involving regulation of microbial and biochemical processes in the soil, in [60], re-induction of desiccation tolerance of germinating seeds and seedlings when subjected to high matric potentials (Ψm > 1.500 kPa), in [81] and it can act as a lubricant between aggregates, when the soil undergoes external pressure during

Water retention curve has been used to describe the dynamics of the soil water, in [20, 36]. This curve graphically represents the relationship between the energy of water retention (matric potential, in logarithmic scale) and water content, which is dependent on the intrinsic characteristics of each soil, the result of joint action of soil attributes such as texture,

Several types of adjustments to the water retention curve have been used, in [25, 36] for describing the soil hydro-physical performance. However, in order to identify the bimodal distribution of pores in oxidic Latosols the double van Genuchten model was recently proposed by Carducci et al., in [10]. Based upon the shape of the curve, the first inflection point usually occurs at low matric potentials, representing the structural pores, while the textural pores are represented by the second inflection point that occurs at higher matric potentials. For soils from temperate regions, the bimodality of pore distribution has been

formation of pores in addition to the indirect effects of organic matter.

**4. Modeling the water retention curve of oxidic Latosols** 

structure, mineralogy and organic carbon, in [4, 19, 37, 40].

mechanized operations in [23].

The voids of the soil are formed by various processes that result in different pore shapes and sizes that affect the soil functions. For instance, the water and gases transportation occurs through the interconnected pores. The soil structure is considered to have various hierarchical levels, namely: a) groups of primary particles which comprise micro-aggregates; b) groups of micro-aggregates comprising aggregates; and c) groups of aggregates comprising much larger aggregates or soil clumps, in [19].

The pore distribution by size affects the soil hydro-physical dynamics. In the literature there are several classification schemes for pore diameter, highlighting the most simplified ones that separate two classes of pores: macro-pores, when the pores have a diameter > 50 µm, and micro-pores, when the pores have a diameter < 50 µm, as proposed by Kiehl, in [49] and Richards, in [79]. Pores of intermediate size, meso-pores, have lower expression in the Latosols from the Cerrado Biome, in [10].

There are equations that aim to quantify the pore size. Bouma, in [6] proposed the following equation: D = 4σ cos θ/Ψm, being: D = pore diameter (mm), σ = water surface tension (73.43 kPa at 20 °C); θ = contact angle between the meniscus and the wall of the capillary tube (assumed to be 0) e Ψm = matric potential (kPa). However, there are simple and straightforward methods to determine the pore size distribution, for example, using mathematical models to describe the water retention curve, because it is known that the shape and slope of the curve correspond to the homogeneity of the distribution of pore diameter, in [2, 19, 36].

Thus, the bimodal pore distribution of oxidic Latosols can be represented from the water retention curve, in [10]. When using the shape of the curve, the first inflection point occurs at low matric potentials (between 1 and 3 kPa, in absolute value) identifying structural pores, while the textural pores are represented by the second inflection point that occurs at extremely high matric potentials (between 10.000 and 20.000 kPa). Between these maximum points it can be observed that the asymptotes, related to the presence of intermediate pores, have low expression in oxidic Latosols in [10, 21, 22, 75]. In soils of temperate regions, the bimodality has been observed within the range of the standard curve of water retention, in the range from 1 to 1.500 kPa in [21, 22] due to the more uniform pore distribution, compared to soils of tropical regions.

It is noteworthy to remember that the soil water retention depends on pore distribution, and this is influenced by various factors such as structure, particle size distribution, organic matter, clay mineralogy, as well as biological activity. There are two possible reasons for the influence of mineralogy on the soil water retention: a) specific surface area; and b) presence of electrical charge of clay minerals. The larger the specific surface area and the higher the electrical charge is, the more water can be bound to the clay minerals, in [62, 34].

Thus, there is a substantial process of water being adsorbed on the surface of clay minerals by electrostatic forces and, hence, the water retention. Gaiser et al. [35] observed significant differences in soil water retention with different mineralogy, noting that soils with low activity clays (1:1 clay minerals and iron- and aluminum-oxides) retain less water when compared to soils that have high activity clays (2:1 clay minerals), using pedotransfer functions. Several studies have indicated a strong influence of clay fraction on water retention in Latosols, in [1, 4, 10, 11, 70, 73, 89]. A few authors claim that clayey Latosols having oxidic mineralogy favor higher water content and more gradual decrease of soil water content with increasing matric potential (in absolute value). The study of water retention developed by van den Berg et al., in [96] in Latosols from different regions showed that the increased release of water occurs at low potentials (between 5 and 10 kPa) similar to what happens with very sandy soils. The spatial variability of water retention in clayey Latosols was studied by Cichota & van Lier, in [12]. These authors observed that the water retained at matric potentials ranging from 1 to 100 kPa is not strictly related to the content of clay, which confirms the theory of Raws et al., in [70] that at low matric potentials the retention curve is directly influenced by structure stability and consequently by the formation of pores in addition to the indirect effects of organic matter.

154 Clay Minerals in Nature – Their Characterization, Modification and Application

comprising much larger aggregates or soil clumps, in [19].

moderate to low water retention, in [14].

Latosols from the Cerrado Biome, in [10].

compared to soils of tropical regions.

Therefore, the presence of this type of structure formed by stable micro-aggregates, especially in the Bw horizons of oxidic Latosols, consequently determines the dominance of structural porosity over textural porosity, giving to these soils excellent permeability and

The voids of the soil are formed by various processes that result in different pore shapes and sizes that affect the soil functions. For instance, the water and gases transportation occurs through the interconnected pores. The soil structure is considered to have various hierarchical levels, namely: a) groups of primary particles which comprise micro-aggregates; b) groups of micro-aggregates comprising aggregates; and c) groups of aggregates

The pore distribution by size affects the soil hydro-physical dynamics. In the literature there are several classification schemes for pore diameter, highlighting the most simplified ones that separate two classes of pores: macro-pores, when the pores have a diameter > 50 µm, and micro-pores, when the pores have a diameter < 50 µm, as proposed by Kiehl, in [49] and Richards, in [79]. Pores of intermediate size, meso-pores, have lower expression in the

There are equations that aim to quantify the pore size. Bouma, in [6] proposed the following equation: D = 4σ cos θ/Ψm, being: D = pore diameter (mm), σ = water surface tension (73.43 kPa at 20 °C); θ = contact angle between the meniscus and the wall of the capillary tube (assumed to be 0) e Ψm = matric potential (kPa). However, there are simple and straightforward methods to determine the pore size distribution, for example, using mathematical models to describe the water retention curve, because it is known that the shape and slope of the curve

Thus, the bimodal pore distribution of oxidic Latosols can be represented from the water retention curve, in [10]. When using the shape of the curve, the first inflection point occurs at low matric potentials (between 1 and 3 kPa, in absolute value) identifying structural pores, while the textural pores are represented by the second inflection point that occurs at extremely high matric potentials (between 10.000 and 20.000 kPa). Between these maximum points it can be observed that the asymptotes, related to the presence of intermediate pores, have low expression in oxidic Latosols in [10, 21, 22, 75]. In soils of temperate regions, the bimodality has been observed within the range of the standard curve of water retention, in the range from 1 to 1.500 kPa in [21, 22] due to the more uniform pore distribution,

It is noteworthy to remember that the soil water retention depends on pore distribution, and this is influenced by various factors such as structure, particle size distribution, organic matter, clay mineralogy, as well as biological activity. There are two possible reasons for the influence of mineralogy on the soil water retention: a) specific surface area; and b) presence of electrical charge of clay minerals. The larger the specific surface area and the higher the

electrical charge is, the more water can be bound to the clay minerals, in [62, 34].

correspond to the homogeneity of the distribution of pore diameter, in [2, 19, 36].

Many advances have been made in order to better characterize soil water retention. More sophisticated devices as the WP4-T, in [18] should be highlighted, which allows the quantification of the residual water retained at high matric potentials. The residual water retained in the textural pores of oxidic Latosols, although considered unavailable to crops, in [50, 80], may reflect significant water content (up to 0.25 g g-1) in more clayey soils, in [10]. So, it becomes of great interest in studies involving regulation of microbial and biochemical processes in the soil, in [60], re-induction of desiccation tolerance of germinating seeds and seedlings when subjected to high matric potentials (Ψm > 1.500 kPa), in [81] and it can act as a lubricant between aggregates, when the soil undergoes external pressure during mechanized operations in [23].

## **4. Modeling the water retention curve of oxidic Latosols**

Water retention curve has been used to describe the dynamics of the soil water, in [20, 36]. This curve graphically represents the relationship between the energy of water retention (matric potential, in logarithmic scale) and water content, which is dependent on the intrinsic characteristics of each soil, the result of joint action of soil attributes such as texture, structure, mineralogy and organic carbon, in [4, 19, 37, 40].

Several types of adjustments to the water retention curve have been used, in [25, 36] for describing the soil hydro-physical performance. However, in order to identify the bimodal distribution of pores in oxidic Latosols the double van Genuchten model was recently proposed by Carducci et al., in [10]. Based upon the shape of the curve, the first inflection point usually occurs at low matric potentials, representing the structural pores, while the textural pores are represented by the second inflection point that occurs at higher matric potentials. For soils from temperate regions, the bimodality of pore distribution has been

observed within the range of the standard curve of soil water retention, in other words, in the range from 1 to 1.500 kPa (in absolute value), in [22] because there is a more uniform distribution of pores, when compared to soils from tropical regions. This mathematical model allows to identify, with high predictive power, the bimodal density function for the pore size distribution of tropical soils in a more superior range than to the one of the standard curve: 1 < Ψm < 300.000 kPa).

Relations of Clay Fraction Mineralogy,

Structure and Water Retention in Oxidic Latosols (Oxisols) from the Brazilian Cerrado Biome 157

Where ƒ is the function average or expectation of *Y*. Unlike linear models, the numbers of columns of the matrix *X* does not necessarily need to be equal to the number of parameters in the vector *θ*. Many of the functions impose restrictions on parameters (eg: *θi > 0,* i *= 1,...,k*) due to both practical interpretations of the compatibility of mathematical relationships. The

The above equations, including the presupposition of independence between observations, define the classic nonlinear model. The only difference between the classes of models is the form of the expectation function. The function is nonlinear regarding the parameters, and therefore, many parallels can be drawn regarding the procedures for estimation of parameters and statistical inference. The fitting of nonlinear models can be obtained by

<sup>2</sup>

*i i*

,

 

1

For linear models there is an analytical solution for the estimating �� that minimizes *RSS(θ)*. For nonlinear models the search for the minimum point of equation (3) is usually a problem with the numerical solution. Such problem uses a linear approximation of nonlinear function that converges to the minimum point at each iteration, in [48]. This procedure, as expected, also provides rough estimates for standard errors and hypothesis tests, and such

The Taylor series approximation of the function of expectation around a value θ\*

Where F (θ\*) and H (θ\*) are the score matrix and hessian arrangement, respectively. The j-th column vector of the score matrix is given by *∂ ƒ (x, θ) = ∂θ<sup>j</sup>* and the jl-th column vector of

������ � ���� � ����� �∗� � ���∗�����∗��

( ( ) ( ) ( )) <sup>ˆ</sup> *<sup>n</sup>*

êi\* is the current residuum that depends on the current value of θ\* in the iterative process. In

\* \* \*2

 

*i RSS y f x* 

*n*

variance of *Y* in turn is given by:

minimizing the residual sum of squares*, RSS(θ)*, where:

By inspection of all values from the parameter space of θ € �.

approach is a function of how strong the nonlinearity of the model.

the hessian matrix is given by *∂2ƒ(x, θ) = ∂θj∂θl*, both evaluated at θ = θ\*.

�

���

1

*i i*

the re-writing of the matrix form, the minimization process can be written as:

*e F*

Omitting the second term of the expansion (4), we can rewrite (3) as:

considering expanding to the second term, can be written as:

���� � ���∗� + ���∗�����∗� <sup>+</sup> �

���|���� � ���� �� (1)

��� ��|����� � �� (2)

(3)

� ����∗�����∗�����∗� (4)

�

(5)

One purpose of science is to find, describe and predict the possible relationships between events occurring in the environment. A common practice is to develop models that relate these events. For this purpose, statistical modeling is widely used, mainly by the use of linear and nonlinear regression models, in [56]. The two classes of regression models differ mainly in aspects related to their application and the characteristics linked to the mathematical form. The choice of which model to consider in fitting a certain set of data can be made intuitively, or through a graphical which expresses the function of the variables or prior knowledge of the phenomenon in question.

The linear models are widely used for presenting analytical solution for estimating parameters and statistical properties. The interpretation of these parameters is purely mathematical, based on rate of variation of the dependent variable in relation to the independent variables, in [94]. Furthermore, the use of a linear model for predicting values outside the range of observed values of independent variables is not advisable. Although the linear model is very flexible, since many models can be formulated by the combination of independent variables, in [26], there are several types of models which are based on theoretical considerations inherent to the phenomenon which one has interest in knowing, i.e., the called mechanistic models, in [56, 84]. Generally in these models the parameters have practical interpretation and the prediction of values is allowed, since when considering the mechanistic model the restrictions which ensure the model utility are imposed, in [3].

A model is considered nonlinear when the mathematical expectation of a dependent variable "*Y*" cannot be written as a linear function of parameters in a regression model. Historically, nonlinear regression models date from early 1920' s, in [33]. However, the application and a detailed investigation of these models had to wait for the advancements allowed by computational calculations after 1970, in [24].

The rise up of nonlinear models often accompanies the forecasts involving physical and/or biological dynamics about the phenomenon under study in [102]. Such expectations are based upon models in which the parameters have practical significance in describing the phenomenon that is observed.

The function of statistics in this scenario is to evaluate, select, and provide models and tools for better understanding of these phenomena. An overview of a nonlinear model considers a set of p columns of a matrix X and a vector of parameters *θ = (θ1,...,θk)T* such that the average related to a response Y is given by:

Relations of Clay Fraction Mineralogy,

$$E(Y|X=\mathfrak{x}) = \mathfrak{f}(\mathfrak{x}, \theta) \tag{1}$$

Where ƒ is the function average or expectation of *Y*. Unlike linear models, the numbers of columns of the matrix *X* does not necessarily need to be equal to the number of parameters in the vector *θ*. Many of the functions impose restrictions on parameters (eg: *θi > 0,* i *= 1,...,k*) due to both practical interpretations of the compatibility of mathematical relationships. The variance of *Y* in turn is given by:

$$\text{Var}\left(Y|X=\mathfrak{x}\_{l}\right) = \sigma^{2} \tag{2}$$

The above equations, including the presupposition of independence between observations, define the classic nonlinear model. The only difference between the classes of models is the form of the expectation function. The function is nonlinear regarding the parameters, and therefore, many parallels can be drawn regarding the procedures for estimation of parameters and statistical inference. The fitting of nonlinear models can be obtained by minimizing the residual sum of squares*, RSS(θ)*, where:

$$RSS\left(\theta\right) = \sum\_{i=1}^{n} \left(y\_i - f\left(\mathbf{x}\_i, \theta\right)\right)^2\tag{3}$$

By inspection of all values from the parameter space of θ € �.

156 Clay Minerals in Nature – Their Characterization, Modification and Application

standard curve: 1 < Ψm < 300.000 kPa).

are imposed, in [3].

phenomenon that is observed.

related to a response Y is given by:

prior knowledge of the phenomenon in question.

observed within the range of the standard curve of soil water retention, in other words, in the range from 1 to 1.500 kPa (in absolute value), in [22] because there is a more uniform distribution of pores, when compared to soils from tropical regions. This mathematical model allows to identify, with high predictive power, the bimodal density function for the pore size distribution of tropical soils in a more superior range than to the one of the

One purpose of science is to find, describe and predict the possible relationships between events occurring in the environment. A common practice is to develop models that relate these events. For this purpose, statistical modeling is widely used, mainly by the use of linear and nonlinear regression models, in [56]. The two classes of regression models differ mainly in aspects related to their application and the characteristics linked to the mathematical form. The choice of which model to consider in fitting a certain set of data can be made intuitively, or through a graphical which expresses the function of the variables or

The linear models are widely used for presenting analytical solution for estimating parameters and statistical properties. The interpretation of these parameters is purely mathematical, based on rate of variation of the dependent variable in relation to the independent variables, in [94]. Furthermore, the use of a linear model for predicting values outside the range of observed values of independent variables is not advisable. Although the linear model is very flexible, since many models can be formulated by the combination of independent variables, in [26], there are several types of models which are based on theoretical considerations inherent to the phenomenon which one has interest in knowing, i.e., the called mechanistic models, in [56, 84]. Generally in these models the parameters have practical interpretation and the prediction of values is allowed, since when considering the mechanistic model the restrictions which ensure the model utility

A model is considered nonlinear when the mathematical expectation of a dependent variable "*Y*" cannot be written as a linear function of parameters in a regression model.

application and a detailed investigation of these models had to wait for the advancements

The rise up of nonlinear models often accompanies the forecasts involving physical and/or biological dynamics about the phenomenon under study in [102]. Such expectations are based upon models in which the parameters have practical significance in describing the

The function of statistics in this scenario is to evaluate, select, and provide models and tools for better understanding of these phenomena. An overview of a nonlinear model considers a set of p columns of a matrix X and a vector of parameters *θ = (θ1,...,θk)T* such that the average

s, in [33]. However, the

Historically, nonlinear regression models date from early 1920'

allowed by computational calculations after 1970, in [24].

For linear models there is an analytical solution for the estimating �� that minimizes *RSS(θ)*. For nonlinear models the search for the minimum point of equation (3) is usually a problem with the numerical solution. Such problem uses a linear approximation of nonlinear function that converges to the minimum point at each iteration, in [48]. This procedure, as expected, also provides rough estimates for standard errors and hypothesis tests, and such approach is a function of how strong the nonlinearity of the model.

The Taylor series approximation of the function of expectation around a value θ\* considering expanding to the second term, can be written as:

$$f(\theta) \cong f(\theta^\*) + F(\theta^\*)(\theta - \theta^\*) + \frac{1}{2}(\theta - \theta^\*)^T H(\theta^\*)(\theta - \theta^\*) \tag{4}$$

Where F (θ\*) and H (θ\*) are the score matrix and hessian arrangement, respectively. The j-th column vector of the score matrix is given by *∂ ƒ (x, θ) = ∂θ<sup>j</sup>* and the jl-th column vector of the hessian matrix is given by *∂2ƒ(x, θ) = ∂θj∂θl*, both evaluated at θ = θ\*.

Omitting the second term of the expansion (4), we can rewrite (3) as:

$$\begin{aligned} RSS(\theta) &\cong \sum\_{l=1}^{n} \left( \mathcal{y}i - f(\text{xi}, \theta^{\*}) - F(\theta^{\*})(\theta - \theta^{\*}) \right)^{2} \\ &\cong \sum\_{i=1}^{n} (\hat{e}\_{i}^{\*} - F(\theta^{\*})(\theta) - (\theta^{\*}))^{2} \end{aligned} \tag{5}$$

êi\* is the current residuum that depends on the current value of θ\* in the iterative process. In the re-writing of the matrix form, the minimization process can be written as:

$$\begin{cases} \theta \widehat{-\theta^\*}^\* \cong [F(\theta^\*)^T F(\theta^\*)]^{-1} F(\theta^\*)^T \theta^\* \\ \theta \cong \theta^\* + [F(\theta^\*)^T F(\theta^\*)]^{-1} F(\theta^\*)^T \theta^\* \end{cases} \tag{6}$$

$$\hat{\theta} \sim N(\theta, \sigma^2 [F(\theta)^T F(\theta)]^{-1}) \tag{7}$$

$$\widehat{Var}\{\hat{\theta}\} = \hat{\sigma}^2 \left[ F\{\hat{\theta}\}^T F\{\hat{\theta}\} \right]^{-1} \tag{8}$$

$$
\hat{\sigma}^2 = \frac{\text{RSS}(\hat{\theta})}{n - k} \tag{9}
$$

$$\text{base}\left(f\left(\boldsymbol{x}\_{l},\boldsymbol{\theta}\right)\right) = \sqrt{\hat{\sigma}^{2}\,\,\mathcal{F}\_{l}\left(\mathcal{F}^{T}\mathcal{F}\right)^{-1}\mathcal{F}\_{l}^{T}}\tag{10}$$

$$f(\boldsymbol{x}\_{l},\boldsymbol{\hat{\theta}}) \pm t\_{a \;/\; 2,n-k} \operatorname{ase} \left( f(\boldsymbol{x}\_{l},\boldsymbol{\hat{\theta}}) \right) \tag{11}$$

$$Var(y\_l) = \sigma^2 g^2(\mu\_l, \mathbf{x}\_l, \delta), \mu\_l = f(\mathbf{x}\_l, \theta) \tag{12}$$

$$g\left(\mu\_l, \mathbf{x}\_l, \delta\right) = \exp\{\delta\mu\_l\}$$

$$g\left(\mu\_l, \mathbf{x}\_l, \delta\right) = \left|\mu\_l\right|^\delta\tag{13}$$

$$PV\{\boldsymbol{\theta}^{(0)}, \boldsymbol{\sigma}, \boldsymbol{\delta}\} = \boldsymbol{\Sigma}\_{l=1}^{n} \left( \frac{\{\boldsymbol{y}\_{l} - f\left(\boldsymbol{x}\_{l}\boldsymbol{\hat{\theta}}^{(0)}\right)\}^{2}}{\sigma^{2}g^{2}\{f\left(\boldsymbol{x}\_{l}\boldsymbol{\hat{\theta}}^{(0)}\right)\boldsymbol{x}\_{l}\boldsymbol{\delta}\}} + \log\left(\sigma^{2}g^{2}\left\{f\left(\boldsymbol{x}\_{l}\boldsymbol{\hat{\theta}}^{(0)}\right), \boldsymbol{x}\_{l}\boldsymbol{\delta}\right\}\right) \right) \tag{14}$$

The heterogeneity of variance is corrected by specifying the variance function and estimates the associated parameters. Therefore, those observations that have larger deviation have their influence on the estimation of parameters ponderated by its variance. The standard errors of the parameter estimatives at the end of the estimation procedure are considering only the variance due to residual error, free of the difference in dispersion observed for the response variable.

Relations of Clay Fraction Mineralogy,

Structure and Water Retention in Oxidic Latosols (Oxisols) from the Brazilian Cerrado Biome 161

adsorption, in [51]. This relation between the factors mentioned above characterizes the non-increasing monotonic function, which is common to all mathematical models of the

For the soil physical-hydrical description, the theoretical model proposed by Genuchten, in [36] has been universally adopted and allows to relate, with high predictive power, the retention energy and the water availability, in [19]. This model is characterized by two asymptotes, related to soil water content corresponding to saturation and the residual content, and an inflection point between the plateaus, which is dependent on soil properties, being its shape and its slope regulated by empirical parameters of adjusting of the model ("α", "n" and "m"). The estimative of the water retention curve is given by fitting the tested model to the data from the undisturbed soil samples, submitted to the interval of the

Despite its extensive use in relation to other available models, in [25] it does not adequately fit to soils with bimodal distribution of pores, i.e., soils with two contrasting classes of pores, classified into structural and textural pores, in [22]. As a result, modelings have been proposed which employ equations capable of identifying this distribution, in which these pore classes are quantified by means of two maximum points, obtained by derivation of the

The double exponential model proposed by Dexter et al, in [19] allows identifying the bimodal pore distribution in soils from temperate region in the matric potential interval related to the saturation water content (Usat) up to the residual water content (Ures). On the other hand, the Alfaro Soto et al. model, in [2] identifies the bimodal pores distribution in tropical soils in a matric potential interval upper to the standard determination (1 < Ψ<sup>m</sup>

The application of theoretical models, both in unimodal- and bimodal-pore distribution soils, provides only the description of the water content average value as a function of the matric potential and does not consider the possible correlation attributable to observed measurements in the sample at different matric potentials. In addition, these models do not consider the heterogeneity of variance, which was studied by Moraes et al, in [59] which found reduction of dispersion of the water content by increasing the matric

A new model of adjustment for the water retention curve was proposed, in [10], denominated double van Genuchten (Figure 2). So, as well as other models, in [2, 19] the derivative of this model presents the bimodal density function for the pore size distribution of soil tropical, which stratifies the porosity of these soils into structural and textural pores, obtained by two inflection points which are evident from the nonlinear relation among the variables, expressed by this model, considering, however, the different matric potential interval for establishment of water retention curve (1< Ψm < 300.000 kPa). However, due to the higher number of parameters, the template double van Genuchten becomes more

water retention curve, in [2, 19] and consequently, two inflection points.

water retention curve.

standard matric potential (1 at 1.500 kPa).

<100.000kPa) of the water retention curve.

potential.

flexible.

Based on concepts of nonlinear models mentioned above, there are applications of these in various areas of Soil Science. As plausible examples it can be mentioned nonlinear regression models to predict soil nitrogen mineralization, in [67, 68] models of potassium release from various sources of organic residue in Latosol, in [101] extraction of zinc from sewage sludge, in [95] as well as the nonlinear model of Genuchten, in [36] which is the most used worldwide to describe the soil water retention.

The soil water retention curve is a nonlinear theoretical model which relates to water content with the matric potential. This feature is specific for each soil, in [4] being that the water content held in a given Ψm depends on the structure, the pore distribution and bulk density in which capillary phenomena are of greater importance. However, when the adsorption phenomenon governs, it is dependent on the texture and specific surface area of the mineral particles of clay fraction, in [1, 4, 41, 70].

Its graphic representation is based on the survey of a certain number of points, usually selected arbitrarily, by plotting the abscissa axis the logarithm of matric potential (log Ψm) and on the ordinates axis the soil water content (U, g g-1, θ, dm3 dm-3). Based on these points, a curve is delineated to represent the soil water retention characteristics.

The knowledge of the water retention curve has practical and scientific applications, including: determining the inflection point as being the field capacity, in [20, 32, 57,58] the slope of retention curve at the inflection point, in another words, obtaining the physical parameter "*S*", in [19] total water availability and drainable porosity, in [57], water content and pore size distribution, in [63, 50] non saturated hydraulic conductivity, in [36, 103] among others.

Several nonlinear models are used to describe the relation between water content and matric potential, in [2, 7, 8, 19, 36, 42, 45, 57, 58, 61, 82]. These empirical models continue to be used in order to adjust the soil water retention curves because it has not been developed theoretical mathematical expressions capable of adequately represent this physical-hydrical relationship. In adjusting the water retention curve is expected that the greater the number of points, the better representation of the soil water retention in [90].

At low matric potentials, the retention curve is directly influenced by the stability of the structure and, consequently, by the formation of structural pores in addition to the indirect effects of organic matter, in [64, 72]. In high matric potentials, the water retention is influenced by textural pores associated with particle size distribution and soil mineralogy, becoming the more important due to the available surface for water adsorption, in [51]. This relation between the factors mentioned above characterizes the non-increasing monotonic function, which is common to all mathematical models of the water retention curve.

160 Clay Minerals in Nature – Their Characterization, Modification and Application

most used worldwide to describe the soil water retention.

the mineral particles of clay fraction, in [1, 4, 41, 70].

response variable.

among others.

The heterogeneity of variance is corrected by specifying the variance function and estimates the associated parameters. Therefore, those observations that have larger deviation have their influence on the estimation of parameters ponderated by its variance. The standard errors of the parameter estimatives at the end of the estimation procedure are considering only the variance due to residual error, free of the difference in dispersion observed for the

Based on concepts of nonlinear models mentioned above, there are applications of these in various areas of Soil Science. As plausible examples it can be mentioned nonlinear regression models to predict soil nitrogen mineralization, in [67, 68] models of potassium release from various sources of organic residue in Latosol, in [101] extraction of zinc from sewage sludge, in [95] as well as the nonlinear model of Genuchten, in [36] which is the

The soil water retention curve is a nonlinear theoretical model which relates to water content with the matric potential. This feature is specific for each soil, in [4] being that the water content held in a given Ψm depends on the structure, the pore distribution and bulk density in which capillary phenomena are of greater importance. However, when the adsorption phenomenon governs, it is dependent on the texture and specific surface area of

Its graphic representation is based on the survey of a certain number of points, usually selected arbitrarily, by plotting the abscissa axis the logarithm of matric potential (log Ψm) and on the ordinates axis the soil water content (U, g g-1, θ, dm3 dm-3). Based on these points,

The knowledge of the water retention curve has practical and scientific applications, including: determining the inflection point as being the field capacity, in [20, 32, 57,58] the slope of retention curve at the inflection point, in another words, obtaining the physical parameter "*S*", in [19] total water availability and drainable porosity, in [57], water content and pore size distribution, in [63, 50] non saturated hydraulic conductivity, in [36, 103]

Several nonlinear models are used to describe the relation between water content and matric potential, in [2, 7, 8, 19, 36, 42, 45, 57, 58, 61, 82]. These empirical models continue to be used in order to adjust the soil water retention curves because it has not been developed theoretical mathematical expressions capable of adequately represent this physical-hydrical relationship. In adjusting the water retention curve is expected that the greater the number

At low matric potentials, the retention curve is directly influenced by the stability of the structure and, consequently, by the formation of structural pores in addition to the indirect effects of organic matter, in [64, 72]. In high matric potentials, the water retention is influenced by textural pores associated with particle size distribution and soil mineralogy, becoming the more important due to the available surface for water

a curve is delineated to represent the soil water retention characteristics.

of points, the better representation of the soil water retention in [90].

For the soil physical-hydrical description, the theoretical model proposed by Genuchten, in [36] has been universally adopted and allows to relate, with high predictive power, the retention energy and the water availability, in [19]. This model is characterized by two asymptotes, related to soil water content corresponding to saturation and the residual content, and an inflection point between the plateaus, which is dependent on soil properties, being its shape and its slope regulated by empirical parameters of adjusting of the model ("α", "n" and "m"). The estimative of the water retention curve is given by fitting the tested model to the data from the undisturbed soil samples, submitted to the interval of the standard matric potential (1 at 1.500 kPa).

Despite its extensive use in relation to other available models, in [25] it does not adequately fit to soils with bimodal distribution of pores, i.e., soils with two contrasting classes of pores, classified into structural and textural pores, in [22]. As a result, modelings have been proposed which employ equations capable of identifying this distribution, in which these pore classes are quantified by means of two maximum points, obtained by derivation of the water retention curve, in [2, 19] and consequently, two inflection points.

The double exponential model proposed by Dexter et al, in [19] allows identifying the bimodal pore distribution in soils from temperate region in the matric potential interval related to the saturation water content (Usat) up to the residual water content (Ures). On the other hand, the Alfaro Soto et al. model, in [2] identifies the bimodal pores distribution in tropical soils in a matric potential interval upper to the standard determination (1 < Ψ<sup>m</sup> <100.000kPa) of the water retention curve.

The application of theoretical models, both in unimodal- and bimodal-pore distribution soils, provides only the description of the water content average value as a function of the matric potential and does not consider the possible correlation attributable to observed measurements in the sample at different matric potentials. In addition, these models do not consider the heterogeneity of variance, which was studied by Moraes et al, in [59] which found reduction of dispersion of the water content by increasing the matric potential.

A new model of adjustment for the water retention curve was proposed, in [10], denominated double van Genuchten (Figure 2). So, as well as other models, in [2, 19] the derivative of this model presents the bimodal density function for the pore size distribution of soil tropical, which stratifies the porosity of these soils into structural and textural pores, obtained by two inflection points which are evident from the nonlinear relation among the variables, expressed by this model, considering, however, the different matric potential interval for establishment of water retention curve (1< Ψm < 300.000 kPa). However, due to the higher number of parameters, the template double van Genuchten becomes more flexible.

The equation below (Figure 2) shows m=1-1/n restriction, in [61] for both curve segments, structural (mstr) and textural (mtex). The gravimetric water content and matric potential are represented by U and Ψ, respectively. The parameters Ures, Upwp, Usat represent the inferior asymptotic plateau (Ψ ∞) or asymptotic residual water content, the intermediate plateau, represent the value of water content which is slightly constant around the permanent wilting point and the upper asymptotic plateau (Ψ 0), indicates the saturation water content, respectively. The α and n parameters are associated with the scale and shape of the curve between top, middle and bottom asymptotes; αstr and nstr (structural) correspond to the first segment and αtex and ntex (texture) to the second segment of the curve. This procedure of adjusting of nonlinear models can be obtained by employing the 2.14.1software R, in [69].

Relations of Clay Fraction Mineralogy,

Structure and Water Retention in Oxidic Latosols (Oxisols) from the Brazilian Cerrado Biome 163

A higher content of iron- and aluminum- oxides in the clay fraction of clayey Latosols (Oxisols), widely dominant soils in the plateaus of the Brazilian Cerrado Biome, currently the most demanded for sustainable grain production, is associated with the soil granular structure of these oxidic soils. This structure, when well expressed as in the B horizon of these very old Latosols, favors in the soil the existence of two distinct populations of pores: the bigger pores or structural pores (among aggregates) and the smaller pores or textural pores formed between the mineral particles (inside aggregates). This means that in these soils practically there are no pores between these two limits. This condition is also valid for

In this context, the model recently proposed by Carducci et al, in [10], and much detailed in this chapter adequately contemplates this bimodal distribution of pore size and functionality with respect to soil water retention in these peculiar soils in this important

This represents a conceptual and methodological advance and an adapted modeling to the mineralogical and structural characteristics of these soils, in a region characterized by welldefined wet and dry season, with direct consequences on the water dynamics in these soils

[1] Ajayi A. E, Dias Junior M. S, Curi N, Gontijo I, Araujo Junior C. F, Inda Junior A. V (2009) Relation of strength and mineralogical attributes in Brazilian Latosols. Soil and

[2] Alfaro-Soto M. A, Kiang C. H, Vilar O. M (2008) Avaliação do escalonamento fractal de alguns solos brasileiros. Revista Brasileira de Geociências, São Paulo, 38: 253-262. [3] Berthouex P. M, Brown L. C (2002) Statistics for environmental engineers. 2. ed. Boca

[4] Beutler A. N, Centurion J. F, Souza Z. M, Andrioli I, Roque C. G (2002). Retenção de água em dois tipos de Latossolos sob diferentes usos. Revista Brasileira de Ciência do

Brazilian Biome (one of the last agricultural frontiers in the world).

Carla Eloize Carducci, Geraldo César de Oliveira and Nilton Curi *Department of Soil Science, Federal University of Lavras, Brazil* 

*Department of Statistics, Federal University of Paraná, Brazil* 

Tillage Research, Amsterdam, 102: 14-18.

Raton: Lewis Publishers/CRC Press.

Solo, Viçosa, MG, 26: 829-834.

*Federal Institute of Education, Science and Technology of Goiás State, Brazil* 

**5. Final remarks** 

sandy soils.

and in the environment in general.

Eduardo da Costa Severiano

Walmes Marques Zeviani

**6. References** 

**Author details** 

**Figure 2.** Proposed model for adjustment of the double van Genuchten function for retention curve, with the locations of parameters associated with the model, being matric potential (Ψ) and water content (U) estimated from the first inflection point (Istr) and the second inflection point (Itex), in [10]

On the other hand, the water retention curve represents a cumulative distribution, thus, its derivative is proportional to the probability density function, and this function represents the distribution density of pores by size. The slopes represent the class of pore diameter that occurs most frequently. It explains why a larger quantity of water is removed when it is applied a tension corresponding to that diameter of the pores and therefore there is a great loss of water around this matric potential. The double van Genuchten model generalizes this assumption to accommodate the bimodal pore distribution, and therefore, the function has two inflection points.

## **5. Final remarks**

162 Clay Minerals in Nature – Their Characterization, Modification and Application

2.14.1software R, in [69].

two inflection points.

The equation below (Figure 2) shows m=1-1/n restriction, in [61] for both curve segments, structural (mstr) and textural (mtex). The gravimetric water content and matric potential are represented by U and Ψ, respectively. The parameters Ures, Upwp, Usat represent the inferior asymptotic plateau (Ψ ∞) or asymptotic residual water content, the intermediate plateau, represent the value of water content which is slightly constant around the permanent wilting point and the upper asymptotic plateau (Ψ 0), indicates the saturation water content, respectively. The α and n parameters are associated with the scale and shape of the curve between top, middle and bottom asymptotes; αstr and nstr (structural) correspond to the first segment and αtex and ntex (texture) to the second segment of the curve. This procedure of adjusting of nonlinear models can be obtained by employing the

**Figure 2.** Proposed model for adjustment of the double van Genuchten function for retention curve, with the locations of parameters associated with the model, being matric potential (Ψ) and water content (U) estimated from the first inflection point (Istr) and the second inflection point (Itex), in [10]

On the other hand, the water retention curve represents a cumulative distribution, thus, its derivative is proportional to the probability density function, and this function represents the distribution density of pores by size. The slopes represent the class of pore diameter that occurs most frequently. It explains why a larger quantity of water is removed when it is applied a tension corresponding to that diameter of the pores and therefore there is a great loss of water around this matric potential. The double van Genuchten model generalizes this assumption to accommodate the bimodal pore distribution, and therefore, the function has A higher content of iron- and aluminum- oxides in the clay fraction of clayey Latosols (Oxisols), widely dominant soils in the plateaus of the Brazilian Cerrado Biome, currently the most demanded for sustainable grain production, is associated with the soil granular structure of these oxidic soils. This structure, when well expressed as in the B horizon of these very old Latosols, favors in the soil the existence of two distinct populations of pores: the bigger pores or structural pores (among aggregates) and the smaller pores or textural pores formed between the mineral particles (inside aggregates). This means that in these soils practically there are no pores between these two limits. This condition is also valid for sandy soils.

In this context, the model recently proposed by Carducci et al, in [10], and much detailed in this chapter adequately contemplates this bimodal distribution of pore size and functionality with respect to soil water retention in these peculiar soils in this important Brazilian Biome (one of the last agricultural frontiers in the world).

This represents a conceptual and methodological advance and an adapted modeling to the mineralogical and structural characteristics of these soils, in a region characterized by welldefined wet and dry season, with direct consequences on the water dynamics in these soils and in the environment in general.

## **Author details**

Carla Eloize Carducci, Geraldo César de Oliveira and Nilton Curi *Department of Soil Science, Federal University of Lavras, Brazil* 

Eduardo da Costa Severiano *Federal Institute of Education, Science and Technology of Goiás State, Brazil* 

Walmes Marques Zeviani *Department of Statistics, Federal University of Paraná, Brazil* 

## **6. References**

	- [5] Bioma Cerrado/Ibge (2012) Available: http://www.ibge.gov.br/home/presidencia/noticias/noticia\_visualiza.php?id\_noticia=16 9. Accessed 2012 Fev 12.

Relations of Clay Fraction Mineralogy,

Structure and Water Retention in Oxidic Latosols (Oxisols) from the Brazilian Cerrado Biome 165

[21] Dexter A. R, Czyż E. A, Richard G, Reszkowska A (2008) A user-friendly water retention function that takes account of the textural and structural pore spaces in soil.

[22] Dexter A. R, Richard G (2009) Tillage of soils in relation to their bi-modal pore size

[23] Dias Junior M. S (2000) Compactação do solo. In: Novais R. F, Alvarez V. V. H, Schaefer

[24] Dodge Y (2008) The concise encyclopedia of statistics. 2. ed. London: Springer, 616 p. [25] Dourado Neto D, Nielsen D. R, Hopmans J. W, Reichardt K, Bacchi O. O. S (2000) Software to model soil water retention curves: SWRC, version 2.0. Science Agricola,

[26] Draper N. R, Smith H (1998) Applied regression analysis. New York: J. Wiley, 706 p. [27] Eberhardt D. N, Vendrame P. R. S, Becquer T, Guimarães M. F (2008) influência da granulometria e da mineralogia sobre a retenção do fósforo em Latossolos sob pastagens no cerrado. Revista Brasileira de Ciência do Solo, Viçosa, MG, 32: 1009-1016. [28] Empresa Brasileira De Pesquisa Agropecuária (2006) Sistema brasileiro de classificação de solos. 2. ed. Rio de Janeiro: Ministério da Agricultura e Abastecimento, 306 p. [29] Ferreira I. M (2003) Bioma Cerrado: um estudo das paisagens do cerrado. 81f. Tese (Doutorado em Geografia, área de concentração em Organização do Espaço),

Universidade Estadual Paulista/UNESP-Campus de Rio Claro, São Paulo.

característica de umidade. Ciência e Prática, Lavras, 7: 96–101.

[30] Ferreira M. M, Fernades B, Curi N (1999) Mineralogia da fração argila e estrutura de Latossolos da região sudeste do brasil. Revista brasileira de Ciência do Solo, Viçosa,

[31] Ferreira M. M, Fernades B, Curi N (1999) Influência da mineralogia da fração argila nas propriedades físicas de Latossolos da região sudeste do Brasil. Revista Brasileira de

[32] Ferreira M. M, Marcos Z. Z (1983) Estimativa da capacidade de campo de Latossolo Vermelho Roxo distrófico e Regossolo através do ponto de inflexão da curva

[33] Fisher R. A, Mackenzie W. A (1923) Studies in crop veriation II. The manurial response of different potato varieties. Journal of Agricultural Science, Cambridge, 13: 311-320. [34] Fontes M. P. F, Camargo O. A, Sposito G (2001) Eletroquímica das partículas coloidais e sua relação com a mineralogia de solos altamente intemperizados. Scientia Agricola,

[35] Gaiser T, Graef F, Cordeiro J. C (2000) Water retention characteristics of soils with contrasting clay mineral composition in semi-arid tropical regions. Australian Journal

[36] Genuchten M. T. van (1980) A closed-form equation for predicting the hydraulic conductivity of unsaturated soils. Soil Science Society American Journal, Madison, 44:

[37] Giarola N. F. B, Silva A. P, Imhoff S (2002) Relações entre propriedades físicas e características de solos da região sul do Brasil. Revista Brasileira de Ciência do Solo,

distributions. Soil and Tillage Research, Amsterdam, 103: 113-118.

C. E Tópicos em ciência do solo. Viçosa, MG: SBCS, pp. 55-94.

Geoderma, Amsterdam, 143: 243-253.

Piracicaba, 57: 191-192.

MG, 23: 507-514.

Piracicaba, 58: 627-646.

Viçosa, MG, 26: 885-893.

892-898.

Ciência do Solo, Viçosa, MG, 23: 515-524.

of Soil Research, Australia, 38: 523-36.


[21] Dexter A. R, Czyż E. A, Richard G, Reszkowska A (2008) A user-friendly water retention function that takes account of the textural and structural pore spaces in soil. Geoderma, Amsterdam, 143: 243-253.

164 Clay Minerals in Nature – Their Characterization, Modification and Application

of Irrigation and Drainage Division, Reston, 92: 61-88.

Metallurgical Engineers, New York, 198: 71-77.

Brasileira de Ciência do Solo,Viçosa, MG, 35: 77-86.

Cornell University. 43 p. (Agronomy Mimeo 73-13).

Soil Science of American Journal, Madison, 48: 341-346.

http://www.ibge.gov.br/home/presidencia/noticias/noticia\_visualiza.php?id\_noticia=16

[6] Bouma J (1991) Influence of soil macroporosity on environmental quality. Adv. Agron.,

[7] Brooks R. H, Corey A. T (1966) Properties of porous media affecting fluid flow. Journal

[8] Burdine N. T (1953) Relative permeability calculations from pore-size distribution data: petroleum transportation. Bulletin of the American Institute of Mining and

[9] Camargo L. A, Marques Júnior J, Pereira G. T, Horvat R. A (2008) Variabilidade espacial de atributos mineralógicos de um Latossolo sob diferentes formas do relevo. Ii correlação espacial entre mineralogia e agregados. Revista Brasileira de Ciência do Solo,

[10] Carducci C. E, Oliveria G. C, Severiano E. C, Zeviani W. M (2011) Modelagem da curva de retenção de água de Latossolos utilizando a equação duplo van Genuchten. Revista

[11] Centurion J. F, Freddi O. S, Aratani R. G, Metzner A. F. M, Beutler A. N, Andrioli I (2007) Influência do cultivo da cana-de-açúcar e da mineralogia da fração argila nas propriedades físicas de latossolos vermelhos. Revista Brasileira de Ciência do Solo,

[12] Cichota R, Jong Van Lier Q (2004) Análise da variabilidade de pontos amostrais da curva de retenção da água no solo. Revista Brasileira de Ciência do Solo, Viçosa, MG,

[13] Cline M. G, Buol S. W (1973) Soils of the Central Plateau of Brazil and extension of results of field research conducted near Planaltina, Federal District, to them. Ithaca,

[14] Cooper M, Vidal-Torrado P (2005) Caracterização morfológica, micromorfológica e físico-hídrica de solos com horizonte B Nítico. Revista Brasileira de Ciência do Solo,

[15] Curi N (1983) Lithosequence and toposequence of Oxisols from Goiás and Minas Gerais states, Brazil. 158f. thesis (Ph.D.)-Purdue University, West Lafayette, Indiana, USA. [16] Curi N, Franzmeier D (1984) Toposequence of oxisols from the central plateau of Brazil.

[17] Davidian M, Giltinan D. M (1995) Nonlinear models for repeated measurement data.

[18] Decagon Devices (2000) Operator´s manual version 1.3 WP4-T dewpointmeter.

[19] Dexter A. R (2004) Soil physical quality part I: theory, effects of soil texture, density, and organic matter, and effects on root growth. Geoderma, Amsterdam, 120: 201-214. [20] Dexter A. R, Bird N. R. A (2001) Methods for predicting the optimum and the range of soil water contents for tillage based on the water retention curve. Soil and Tillage

[5] Bioma Cerrado/Ibge (2012) Available:

9. Accessed 2012 Fev 12.

Viçosa, MG, 32: 2279-2288.

Viçosa, MG, 31: 199-209.

Viçosa, MG, 29: 581-595.

London: Chapman and Hall, 359 p.

Research, Amsterdam, 57: 203-212.

28: 585-596.

Pullman, 70p.

46: 2-37.

	- [38] Gomes J. B. V, Curi N, Motta P. E. F, Ker J. C, Marques J. J. G. S. M, Schulze D. G (2004) Análise de componentes principais de atributos físicos, químicos e mineralógicos de solos do bioma cerrado. Revista Brasileira de Ciência do Solo, Viçosa, MG, 28: 137-153.

Relations of Clay Fraction Mineralogy,

Structure and Water Retention in Oxidic Latosols (Oxisols) from the Brazilian Cerrado Biome 167

[55] Marshall T. L (1962) The nature, development and significance of soil structure. In: Neale, G.J., ed. Trans. Of Joint Meeting Of Commissions, 4 & 5. (ISSS). Palmerston

[56] Mazucheli J, Achcar J. A (2002) Algumas considerações em regressão não linear. Acta

[57] Mello C. R, Oliveira G. C, Ferreira D. F, Lima J. M (2002) Predição da porosidade drenável e disponibilidade de água para Cambissolos da Microrregião Campos das

[58] Mello C. R, Oliveira G. C, Resck D. V. S, Lima J. M, Dias Junior M. S (2002) Estimativa da capacidade de campo baseada no ponto de inflexão da curva característica. Ciência e

[59] Moraes S. O, Libardi P. L, Reichardt K, Bacchi O. O. S (1993) Heterogeneidade dos pontos experimentais de curvas de retenção da água no solo. Scientia Agricolae, 50:

[60] Moreira F. M. S, Siqueira J. O (2007) Microbiologia e bioquímica do solo. 2. ed. Lavras:

[61] Mualem Y (1976) A new model for predicting the hydraulic conductivity of unsatured

[62] Ochiston H.D (1954) Adsorption of water vapor: II. clays at 25°C. Soil Science. 78: 463–

[63] Oliveira G. C, Dias Junior M. S, Resck D. V. S, Curi N (2004) Caracterização química e físico-hídrica de um Latossolo Vermelho após vinte anos de Manejo e cultivo do solo.

[64] Oliveira G. C, Dias Junior M. S, Resck D. V. S, Curi N (2003) Alterações estruturais e comportamento compressivo de um Latossolo Vermelho Distrófico argiloso sob diferentes sistemas de uso e manejo. Pesquisa Agropecuária Brasileira, Brasília, 38: 291-

[65] Pedrotti A, Ferreira M. M, Curi N, Silva M. L. N, Lima J. M, Carvalho R (2003) Relação entre atributos físicos, mineralogia da fração argila e formas de alumínio no solo.

[66] Pereira T. T. C, Ker J. C, Schaefer C. E. G. R, Barros N. F, Neves J. C. L, Almeida C. C (2010) Gênese de Latossolos e Cambissolos desenvolvidos de Rochas Pelíticas do Grupo Bambuí – Minas Gerais. Revista Brasileira de Ciência do Solo, Viçosa, MG, 34: 1283-

[67] Pereira J. M, Muniz J. A, Silva C. A (2005) Nonlinear models to predict nitrogen

[68] Pereira J. M, Muniz J. A, Sáfadi T, Silva, C. A (2009) Comparação entre modelos para predição do nitrogênio mineralizado: uma abordagem bayesiana. Ciência e

[69] R Development Core Team (2011) R: a language and environment for statistical computing. Vienna: R Foundation for Statistical Computing. Avaiable: http://www.R-

Vertentes, MG. Pesquisa Agropecuária Brasileira, Brasília, 37: 1319-1324.

porous media. Water Resource Research, New York, 12: 513-522.

Revista Brasileira de Ciência do Solo, Viçosa, MG, 28: 327-336.

mineralization in an Oxisol. Scientia Agricola, 62: 548–554.

Revista Brasileira de Ciência do Solo, 27: 1-9.

Agrotecnologia, 33: 1792–1797.

project.org. Acessed: 2011 Fev. 2.

North, New Zealand, pp.243-257.

scientiarum, Maringá, 24: 1761–1770.

Agrotecnologia, Lavras, 26: 836-841.

393–403.

480.

299.

1295.

UFLA. 626 p.


[55] Marshall T. L (1962) The nature, development and significance of soil structure. In: Neale, G.J., ed. Trans. Of Joint Meeting Of Commissions, 4 & 5. (ISSS). Palmerston North, New Zealand, pp.243-257.

166 Clay Minerals in Nature – Their Characterization, Modification and Application

Brasileira de Ciência do Solo, Viçosa, MG, 28: 679-694.

models. Soil Science Journal, Baltimore, 38: 105-113.

Resources Reports No. 103. FAO, Rome. 128 p.

[41] Hillel D (1982) Introduction to soil physics. San Diego: Academic. 365 p.

Research, New York, 15: 1633-1635.

Agropecuária- CPAC, pp.15-19.

Ciência do Solo, Viçosa, MG, 26: 857-867.

American Journal, Madison, J. 44: 1127-1132.

Wiley.

179-195.

[38] Gomes J. B. V, Curi N, Motta P. E. F, Ker J. C, Marques J. J. G. S. M, Schulze D. G (2004) Análise de componentes principais de atributos físicos, químicos e mineralógicos de solos do bioma cerrado. Revista Brasileira de Ciência do Solo, Viçosa, MG, 28: 137-153. [39] Gomes J. B. V, Curi N, Schulze D. G, Marques J. J. G. S. M, Ker J. C, Motta P. E. F (2004) Mineralogia, morfologia e análise microscópica de solos do bioma cerrado. Revista

[40] Gupta S. C, Larson W. E (1979) Estimating soil water retention characteristics from particle size distribution, organic matter percent, and bulk density. Water Resources

[42] Hutson J. L, Cass A (1987) A retentivity functions for use in soil-water simulation

[43] Iuss Working Group Wrb (2006) World Reference Base for Soil Resources. World Soil

[44] Kampf N, Curi N (2003) Argilominerais em solos brasileiros.In: Curi, N.; Marques, J. J.. G. S. M.; Guilherme, L. R. G.; Lima, J. M.; Lopes, A. S.; Venegas, V. H. A. (Org.).Tópicos

[48] Khuri A. I (2003) Advanced calculus with applications in statistics. 2. ed. Hoboken: J.

[50] Klein V. A, Libardi P. L (2002) Densidade e distribuição do diâmetro dos poros de um Latossolo Vermelho sob diferentes sistemas de uso e manejo. Revista Brasileira de

[51] Larson W.E, Gupta S. C (1980) Estimating critical stress in unsaturated soils from changes in pore water pressureduring confined compression. Soil Science society of

[52] Macedo J (1996) Os solos da região dos cerrados.In:Alvares, V. H.; Fontes, L. E. F.; Fontes, M. P. F. (Ed.). O solo nos grandes domínios morfoclimáticos do Brasil e o

[53] Marcos Z. Z (1968) Estrutura, agregação e água do solo. 55f. (Doutorado em Solos e Nutrição de Plantas) - Escola Superior de Agricultura Luiz de Queiróz, Piracicaba. [54] Marques J. J, Schulze D. G, Curi N, Mertzman S. A (2004) Major element geochemistry and geomorphic relationships in Brazilian Cerrado soils. Geoderma, Amsterdam, 119:

[49] Kiehl E. J (1979) Manual de edafologia. São Paulo, Agronômica Ceres, 262 p.

desenvolvimento sustentado. Viçosa, MG: SBCS/UFV, pp.135-155.

em Ciência do Solo. Viçosa, MG:Sociedade Brasileira de Ciência do Solo, 3: 1-54. [45] Kastanek F. J, Nielsen D. R (2001) Description of soil water characteristics using cubic spline interpolation. Soil Science Society of America Journal, Madison, 65: 279-283. [46] Ker J. C (1997) Latossolos do Brasil: uma revisão. Geonomos, Belo Horizonte, 5: 17-40. [47] Ker J. C, Resende M. (1996) Recursos edáficos dos Cerrados: ocorrência e potencial. In: Simpósio Sobre O Cerrado: biodiversidade e produção sustentável de alimentos e fibras no cerrado, 8., Planaltina, 1996. Anais. Planaltina, Empresa Brasileira de Pesquisa


	- [70] Rawls W. J, Gish T. J, Brakensiek D. L (1991) Estimating soil water retention from soil physical properties and characteristics. Advencend Soil Society, New York, 16: 213-234.

Relations of Clay Fraction Mineralogy,

Structure and Water Retention in Oxidic Latosols (Oxisols) from the Brazilian Cerrado Biome 169

[86] Severiano E. C, Oliveira G. C, Dias Júnior M. S, Castro M. B, Oliveira L. F. C, Costa K. A. P (2010) Compactação de solos cultivados com cana-de-açúcar: I - modelagem e quantificação da compactação adicional após as operações de colheita. Engenharia

[87] Severiano E. C, Oliveira G. C, Dias Júnior M. S, Castro M. B, Oliveira L. F. C, Costa K. A. P (2010) Compactação de solos cultivados com cana-de-açúcar: II - quantificação das restrições às funções edáficas do solo em decorrência da compactação prejudicial.

[88] Severiano E. C, Oliveira G. C, Dias Júnior M. S, Costa K. A. P, Silva F. G, Ferreira Filho S. M (2011). Structural changes in latosols of the cerrado region: i – relationships between soil physical properties and least limiting water range. Revista Brasileira de

[89] Severiano E. C, Oliveira G. C, Dias Júnior M. S, Costa K. A. P, Benites V. M, Ferreira Filho S. M (2011) Structural changes in latosols of the cerrado Region: ii – soil compressive behavior and Modeling of additional compaction. Revista Brasileira de

[90] Silva E. M, Lima J. E. F. W, Azevedo J. A, Rodrigues L. N (2006) Valores de tensão na determinação da curva de retenção de água de solos do Cerrado. Pesquisa

[91] Soares J. L. N, Espíndola C. R, Castro S. S (2005) Alteração física e morfológica em solos cultivados sob sistema tradicional de manejo. Revista Brasileira de Ciência do Solo,

[92] Soil Survey Staff 1998. Keys to soil taxonomy, 8 ed. United States Department of

[93] Sousa D. M. G, Lobato E (2004) (Ed.) Cerrado: correção do solo e adubação. Planaltina:

[94] Souza G. S (1998) Introdução aos modelos de regressão linear e não linear. Brasília:

[95] Souza E. M, Muniz J. A, Marchi G, Guilherme L. R. G (2010) Modelagem não-linear da extração de zinco de um lodo de esgoto. Acta Scientiarum. Technology (Impresso), 32:

[96] Van Den Berg M, Klamt E, Van Reeuwijk L. P, Sombroek W.G (1997) Pedotransfer functions for the estimation of moisture retention characteristics of Ferralsols and

[97] Vendrame P. R. S, Eberhardt D. N, Brito O. R, Marchão R. L, Quantin C, Becquer T (2011) Formas de ferro e alumínio e suas relações com textura, mineralogia e carbono orgânico em Latossolos do Cerrado. Semina: Ciências Agrárias, Londrina, 32: 1657-1666. [98] Viana J. H. M, Fernandes Filho E. I, Schaefer C. E. G. R, (2004) Efeitos de ciclos de umedecimento e secagem na reorganização da estrutura microgranular de latossolos.

[99] Vitorino A. C. T, Ferreira M. M, Curi N, Lima J. M, Silva M. L. N, Motta P. E. F (2003) Mineralogia, química e estabilidade de agregados do tamanho de silte de solos da

Revista Brasileira de Ciências do Solo, Viçosa, MG, 28: 11-19.

região Sudeste do Brasil. Pesquisa Agropecuária Brasileira, 38: 133-141.

Agriculture, Natural Resources Conservation Service, Washington.326 p.

Agrícola, Jaboticabal, 30: 404-413.

Engenharia Agrícola, Jaboticabal, 30: 414-423.

Ciência do Solo, Viçosa, MG, 35: 773-782.

Ciência do Solo, Viçosa, MG, 35: 783-791.

Viçosa, MG, 29: 1005-1014.

Embrapa Cerrados, 416 p.

193–199.

Embrapa- SPI/Emprapa-SEA. 489 p.

related soils. Geoderma, 78: 161–180.

Agropecuária Brasileira, Brasília, 41: 323-330.


[86] Severiano E. C, Oliveira G. C, Dias Júnior M. S, Castro M. B, Oliveira L. F. C, Costa K. A. P (2010) Compactação de solos cultivados com cana-de-açúcar: I - modelagem e quantificação da compactação adicional após as operações de colheita. Engenharia Agrícola, Jaboticabal, 30: 404-413.

168 Clay Minerals in Nature – Their Characterization, Modification and Application

Université D'Orléans, Orléans, France.

activity. Catena, Cremlingen, 76: 122-134.

ambientes. 5. ed. Lavras: UFLA, 322 p.

de Ciência do Solo/UFV-DPS, pp.169-199

documentos, 36).

ampliada).

9) 770 p.

central platea. Geoderma, Amsterdam, 139: 251-259.

[70] Rawls W. J, Gish T. J, Brakensiek D. L (1991) Estimating soil water retention from soil physical properties and characteristics. Advencend Soil Society, New York, 16: 213-234. [71] Reatto A (2009) Nature et propriétés de l'horizon diagnostic de Latosols du Plateau Central brésilien. 220f. Thesis (Docteur de l'Université d'Orléans: Sciences du Sol)-

[72] Reatto A, Bruand A, Martins E. S, Muller F, Silva E. M, Carvalho Junior O. A, Brossard M, Richard G (2009) Development and origin of the microgranular structure in Latosols of the Brazilian central plateau: significance of testure, mineralogy, and biological

[73] Reatto A, Bruand A, Silva E. M, Martins E. S, Brossard M (2007) Hydraulic properties of the diagnostic horizon of Latosols of a regional toposequencia across the Brazilian

[74] Reatto A, Martins E. S, Spera S. T, Correia J. R (2000) Variabilidade mineralógica de Latossolos da área da Embrapa Cerrados em relação aos do bioma cerrado. Planaltina,

[75] Resck D. V. S, Pereira J, Silva J. E (1991) Dinâmica da Matéria Orgânica na Região dos Cerrados. Planaltina: Empresa Brasileira de Pesquisas Agropecuárias. 1991. 22p. (Série

[76] Resende M, Curi N, Ker J. C, Rezende S. B (2011) Mineralogia de solos Brasileiros: Interpretação e aplicações. Lavras, Editora UFLA. 201p. Il. (2ª edição revisada e

[77] Resende M, Curi N, Rezende S. B, Corrêa G. F (2007) Pedologia: base para distinção de

[78] Resende M, Ker J. C, Bahia Filho A. F. C (1996) Desenvolvimento sustentado do cerrado. In: Alvarez V. V. H, Fontes L. E. F, Fontes M. P. F, eds. Os solos nos grandes domínios morfoclimáticos do Brasil e o desenvolvimento sustentado. Viçosa, Sociedade Brasileira

[79] Richards L. A (1965) Physical conditions of water in soil. In: Black, C.A., ed. Methods of soil analysis. Part 1. Madison, American Society for Testing and Materials, (Agronomy,

[80] Richards L. A, Weaver L. R (1943) Fitten-atmosphere percentage as related to the

[81] Rodrigues A. C (2010) Germinação e reindução da tolerância à dessecação em sementes de Bauhinia forficata Link (Fabaceae). 64 f. Dissertação (Mestrado em Fisiologia

[82] Rossi C, Nimmo J. R (1994) Modeling of soil water retention from saturation to oven

[83] Schaefer C. E. G. R, Fabris J. D, Ker J. C (2008) Minerals in the clay fraction of brazilian

[85] Severiano E. C (2010) Alterações estruturais de latossolos representativos da região do cerrado e potencial de uso de solos cultivados com cana-de-açúcar. 148f. Tese (Doutorado em Ciência do Solo) - Universidade Federal de Lavras, Lavras, Brasil.

permanent wilting percentage. Soil Science, Baltimore, 56: 331-339.

[84] Seber G. A. F, Wild C. J (1989) Nonlinear regression. New York: J. Wiley.

Vegetal) - Universidade Federal de Lavras, Lavras.

Latosols (Oxisols): A Review. Clay Minerals, 43: 1-18.

dryness. Water Resources Research, New York, 30: 701-708.

DF: Embrapa Cerrados, 39p. (Embrapa Cerrados. Boletim de Pesquisa, 19).


	- [100] Vollant-Tuduri N, Bruand A, Brossard M, Balbino L.C, Oliveira M. I. L, Martins E. S (2005) Mass proportion of microaggregates and bulk density in a Brazilian clayey Oxisol. Soil Science Society American Journal, Amsterdam, 69: 1559-1564.

**Chapter 9** 

© 2012 Trolard and Bourrié, licensee InTech. This is an open access chapter distributed under the terms of the Creative Commons Attribution License (http://creativecommons.org/licenses/by/3.0), which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.

Attribution License (http://creativecommons.org/licenses/by/3.0), which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.

© 2012 Trolard and Bourrié, licensee InTech. This is a paper distributed under the terms of the Creative Commons

**Fougerite a Natural Layered** 

Fabienne Trolard and Guilhem Bourrié

http://dx.doi.org/10.5772/50211

**1. Introduction** 

Additional information is available at the end of the chapter

**Double Hydroxide in Gley Soil:** 

**Habitus, Structure, and Some Properties** 

In soils, the clay fraction defined by particles with a size less than 2 µm, contains numerous minerals, which have fascinated many people to determine their structure and study their properties in the environment. For example, very soon after the time of the discovery of the Bragg's rule and the development of X-ray diffraction since 1918, Tamm (1922) developed a chemical pre-treatment of the samples to separate the well crystallized clays from the "undefined mixture of Si, Fe, Al" contained in soils. Then in 1960 – 1980, a large community in the World has studied the well crystallized clay - minerals, such as kaolinite, nontronite, montmorillonite, vermiculite, bentonite... from mining deposits. It has established the structures, explained the negative charges of the layer in relationship with substitution of structural cations III by cations II in the layer, neutralized by interlayered cations. This kind of structures induced particular properties in soils such as cationic exchange capacity or swelling... In the 1990-years, a new family of phyllites appears, the Layered Double Hydroxides (LDHs), named "anionic clays", that has layered structure with an anionic exchange capacity and particular electrochemical and magnetic properties. Easily synthetized, LDHs are essentially studied in the laboratory for industrial applications.

In soils, the study of LDHs emerges, because these constituents well crystallized, have particle size often less than 500 nm, develop a large reactivity with the soil solution and interfer with many biogeochemical cycles, e.g. Fe, Si, Al, Mg, Ca, K, N.... In soils, fougerite, is a LDH, responsible for the blue-green colour of gleysols. It can be identified simply in the field by its colour that changes to ochre when in contact with oxygen from the atmosphere.

The purpose of this chapter is to expose some thermodynamic properties deduced from the

study of the natural LDH, fougerite, and propose their extension to other LDHs.


## **Fougerite a Natural Layered Double Hydroxide in Gley Soil: Habitus, Structure, and Some Properties**

Fabienne Trolard and Guilhem Bourrié

Additional information is available at the end of the chapter

http://dx.doi.org/10.5772/50211

## **1. Introduction**

170 Clay Minerals in Nature – Their Characterization, Modification and Application

America Journal, Madison, 55: 832-836.

310 p.

[100] Vollant-Tuduri N, Bruand A, Brossard M, Balbino L.C, Oliveira M. I. L, Martins E. S (2005) Mass proportion of microaggregates and bulk density in a Brazilian clayey

[101] Zeviani W. M (2009) Avaliação de modelos de regressão não linear na cinética de liberação de potássio de resíduos orgânicos. 85f. (Mestrado em Estatística e

[102] Weisberg S (2005) *Applied Linear Regression.* 3. Ed. Nova Iorque: John Wiley & Sons,

[103] Wösten J. H. M, Schuren C. H. J. E, Bouma J, Stein A (1990) Functional sensitivity analysis of four methods to generate soil hydraulic functions. Soil Science Society of

Oxisol. Soil Science Society American Journal, Amsterdam, 69: 1559-1564.

Experimentação Agropecuária)-Universidade Federal de Lavras, Lavras.

In soils, the clay fraction defined by particles with a size less than 2 µm, contains numerous minerals, which have fascinated many people to determine their structure and study their properties in the environment. For example, very soon after the time of the discovery of the Bragg's rule and the development of X-ray diffraction since 1918, Tamm (1922) developed a chemical pre-treatment of the samples to separate the well crystallized clays from the "undefined mixture of Si, Fe, Al" contained in soils. Then in 1960 – 1980, a large community in the World has studied the well crystallized clay - minerals, such as kaolinite, nontronite, montmorillonite, vermiculite, bentonite... from mining deposits. It has established the structures, explained the negative charges of the layer in relationship with substitution of structural cations III by cations II in the layer, neutralized by interlayered cations. This kind of structures induced particular properties in soils such as cationic exchange capacity or swelling... In the 1990-years, a new family of phyllites appears, the Layered Double Hydroxides (LDHs), named "anionic clays", that has layered structure with an anionic exchange capacity and particular electrochemical and magnetic properties. Easily synthetized, LDHs are essentially studied in the laboratory for industrial applications.

In soils, the study of LDHs emerges, because these constituents well crystallized, have particle size often less than 500 nm, develop a large reactivity with the soil solution and interfer with many biogeochemical cycles, e.g. Fe, Si, Al, Mg, Ca, K, N.... In soils, fougerite, is a LDH, responsible for the blue-green colour of gleysols. It can be identified simply in the field by its colour that changes to ochre when in contact with oxygen from the atmosphere.

The purpose of this chapter is to expose some thermodynamic properties deduced from the study of the natural LDH, fougerite, and propose their extension to other LDHs.

© 2012 Trolard and Bourrié, licensee InTech. This is an open access chapter distributed under the terms of the Creative Commons Attribution License (http://creativecommons.org/licenses/by/3.0), which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited. © 2012 Trolard and Bourrié, licensee InTech. This is a paper distributed under the terms of the Creative Commons Attribution License (http://creativecommons.org/licenses/by/3.0), which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.

## **2. The natural LDH: fougerite**

Fougerite (IMA 2003-057) is the natural green rust mineral responsible for the bluish to greenish colours expressing *reductomorphic properties* (Driessen *et al*. 2001, Annex 2, p.314). As early as in the original definition of gley by Vyssotskii (1905, [1999]), the colour of gley was considered as indicating the presence of Fe "protoxide", *i.e.* of ferrous oxide (*s.l.)*. This colour has been ascribed to "green rust" by Taylor (1981). Green rusts are intermediate compounds in the corrosion of steel first evidenced by Girard and Chaudron (1935). The first evidence for green rust, as a natural mineral, was provided by Trolard *et al*. (1996, 1997). The mineral was identified in a gleysol developed on granite in Fougères (Brittany, France), from which the name fougerite was proposed. To determine the occurrence, the reactivity and the structure of fougerite, selective dissolution techniques, Mössbauer, Raman and EXAFS spectroscopies and thermodynamic modelling were used both on natural samples and synthesized compounds. The mineral was homologated by the International Mineralogical Association in 2004 (Trolard *et al*. 2007).

Fougerite a Natural Layered Double Hydroxide in Gley Soil: Habitus, Structure, and Some Properties 173

separated by anions between the interlayer spaces. The range of composition of LDHs is very narrow and they differ mainly by the nature of the interlayer anion (Allada et al., 2002). The general structural formula can be expressed as [*Me(II)*1-x *Me(III)*x (OH)2][x/n A-n, mH2O], where, for example, *Me(II)* could be Mg(II), Ni(II), Co(II), Zn(II), Mn(II) and Fe(II) and *Me(III)* is Al(III), Fe(III) and Cr(III) (Sparks, 2003). As all sites of the layer [*Me(II)*1-x *Me(III)*x (OH)2] are occupied, this exhibits a net positive charge *x* per formula unit, which is balanced by an equal negative

> , Br- , I- , NO3-

**Figure 1.** Stacking and structures of Green Rusts 1 (a) and 2 (b). *Me(II)* = Fe or Mg and *Me(III)* = Fe (from

Fougerite was first characterized by selective dissolution techniques, Mössbauer and Raman spectroscopies (Trolard et al., 1997). By EXAFS, the structure was confirmed, but it appeared

The generic formula of synthetic green rusts is [Fe(II)1-x Fe(III)x (OH)2][x/n A-n, mH2O], where *x* is in the range [1/4 – 1/3]. In the synthetic compounds, the interlayer anion is largely

that in addition to Fe, Mg was present in the natural mineral (Refait *et al.* 2001).

)2, 4 H2O] OH-

)2, 4 H2O] Cl-

), 2 H2O] Cl-

), 4 H2O] OH-

**mineral Structural formula Interlayer anion**  fougerite [Mgy FeII1-x FeIIIx (OH)2][x/n A-n, mH2O] Possible : OH-

hydrotalcite [Mg6 Al2 (OH)16] [(CO32-), 4 H2O] CO32 pyroaurite [Mg6 FeIII (OH)16] [(CO32-), 4 H2O] CO32-

**Table 1.** Structural formula of some natural layered double hydroxides

, OH-

, ClO4-

and CO32-. Water

, Cl-

, CO32-

, CO32-...

charge from interlayer anions A-n, such as Cl-

Trolard and Bourrié, 2008).

meixnerite [Mg6 Al2 (OH)16] [(OH-

woodallite [Mg6 Cr2 (OH)16] [(Cl-

iowaite [Mg4 FeIII (OH)10] [(Cl-

takovite [Ni6 Al2 (OH)16] [(CO32-, OH-

molecules are present too in the interlayer (figure 1).

The originality of fougerite is that instead of the other LDHs, such as Ca – Al(III) or Ni(II) – Al(III) LDH, Fe(II) and Fe(III) can exchange electrons in the layer between each other. Though it is generally a nano-mineral, it is however not poorly ordered, but well crystallized (trigonal system).

### **2.1. Habitus**

Iron is the main biogeochemical marker of gleyey soils. To observe fougerite in soils, different conditions with regard to hydric variations, biological and biochemical processes must be simultaneously fulfilled. They are:


Soil colour is closely related to the nature of iron oxides, more specifically to their degree of hydration and their amount (Vyssotskii, 1905[1999]; Taylor, 1981; Cornell and Schwertmann, 2003). Moderately reduced waterlogged soils are characterized by the blue-green colour, which turns into ochre when the soils are open to the outer atmosphere (Vyssotskii, 1905[1999]; Ponnamperuma et al., 1967). It has been often ascribed to the occurrence in the milieu of mixed Fe(II) – Fe(III) compounds with a likely structure of green rust (GR). This assumption has been formulated since the 1960s and largely discussed in the literature (e.g. reviews by Taylor, 1981 or Lewis, 1997).

#### **2.2. Structure**

Green rusts belong to the large group of LDH compounds (table 1). The LDH structure is built of stacked layers of edge-sharing metal octahedra containing divalent and trivalent metal ions separated by anions between the interlayer spaces. The range of composition of LDHs is very narrow and they differ mainly by the nature of the interlayer anion (Allada et al., 2002). The general structural formula can be expressed as [*Me(II)*1-x *Me(III)*x (OH)2][x/n A-n, mH2O], where, for example, *Me(II)* could be Mg(II), Ni(II), Co(II), Zn(II), Mn(II) and Fe(II) and *Me(III)* is Al(III), Fe(III) and Cr(III) (Sparks, 2003). As all sites of the layer [*Me(II)*1-x *Me(III)*x (OH)2] are occupied, this exhibits a net positive charge *x* per formula unit, which is balanced by an equal negative charge from interlayer anions A-n, such as Cl- , Br- , I- , NO3- , OH- , ClO4 and CO32-. Water molecules are present too in the interlayer (figure 1).

172 Clay Minerals in Nature – Their Characterization, Modification and Application

Mineralogical Association in 2004 (Trolard *et al*. 2007).

Fougerite (IMA 2003-057) is the natural green rust mineral responsible for the bluish to greenish colours expressing *reductomorphic properties* (Driessen *et al*. 2001, Annex 2, p.314). As early as in the original definition of gley by Vyssotskii (1905, [1999]), the colour of gley was considered as indicating the presence of Fe "protoxide", *i.e.* of ferrous oxide (*s.l.)*. This colour has been ascribed to "green rust" by Taylor (1981). Green rusts are intermediate compounds in the corrosion of steel first evidenced by Girard and Chaudron (1935). The first evidence for green rust, as a natural mineral, was provided by Trolard *et al*. (1996, 1997). The mineral was identified in a gleysol developed on granite in Fougères (Brittany, France), from which the name fougerite was proposed. To determine the occurrence, the reactivity and the structure of fougerite, selective dissolution techniques, Mössbauer, Raman and EXAFS spectroscopies and thermodynamic modelling were used both on natural samples and synthesized compounds. The mineral was homologated by the International

The originality of fougerite is that instead of the other LDHs, such as Ca – Al(III) or Ni(II) – Al(III) LDH, Fe(II) and Fe(III) can exchange electrons in the layer between each other. Though it is generally a nano-mineral, it is however not poorly ordered, but well

Iron is the main biogeochemical marker of gleyey soils. To observe fougerite in soils, different conditions with regard to hydric variations, biological and biochemical processes


Soil colour is closely related to the nature of iron oxides, more specifically to their degree of hydration and their amount (Vyssotskii, 1905[1999]; Taylor, 1981; Cornell and Schwertmann, 2003). Moderately reduced waterlogged soils are characterized by the blue-green colour, which turns into ochre when the soils are open to the outer atmosphere (Vyssotskii, 1905[1999]; Ponnamperuma et al., 1967). It has been often ascribed to the occurrence in the milieu of mixed Fe(II) – Fe(III) compounds with a likely structure of green rust (GR). This assumption has been formulated since the 1960s and largely discussed in the literature (e.g.

Green rusts belong to the large group of LDH compounds (table 1). The LDH structure is built of stacked layers of edge-sharing metal octahedra containing divalent and trivalent metal ions

**2. The natural LDH: fougerite** 

crystallized (trigonal system).


al., 1998).

**2.2. Structure** 

must be simultaneously fulfilled. They are:



reviews by Taylor, 1981 or Lewis, 1997).

**2.1. Habitus** 

**Figure 1.** Stacking and structures of Green Rusts 1 (a) and 2 (b). *Me(II)* = Fe or Mg and *Me(III)* = Fe (from Trolard and Bourrié, 2008).


**Table 1.** Structural formula of some natural layered double hydroxides

Fougerite was first characterized by selective dissolution techniques, Mössbauer and Raman spectroscopies (Trolard et al., 1997). By EXAFS, the structure was confirmed, but it appeared that in addition to Fe, Mg was present in the natural mineral (Refait *et al.* 2001).

The generic formula of synthetic green rusts is [Fe(II)1-x Fe(III)x (OH)2][x/n A-n, mH2O], where *x* is in the range [1/4 – 1/3]. In the synthetic compounds, the interlayer anion is largely variable: Cl- , Br- , I- , CO32-, C2O42-, SeO42-, SO32-, SO42-… With Cl- , Br- , I- , CO32- and SO32-, that are small sized, spherical or planar anions, there is only one layer of water molecules in the interlayer, and the symmetry group is trigonal (GR1 structure) (Refait *et al.* 1998), while with SeO42-, SO42-, that are tetrahedral, there are two layers of water molecule, and the layer stacking is different (GR2 structure) (Simon *et al.* 2003). Green rusts can be easily synthesized in the laboratory (Murad, 1990), form by oxidation of Fe(II) in solution (Lewis, 1997), by partial oxidation of Fe(OH)2 (Génin *et al.* 1994) or by bacterial oxidation of Fe(III) oxides (Fredrickson *et al.* 1998).

Fougerite a Natural Layered Double Hydroxide in Gley Soil: Habitus, Structure, and Some Properties 175

or SO42- from LDHs.

cannot be

sheets, which is the first step to build up green rusts by precipitation. These green rusts are then obtained by exchanging the SO42- from a sulphate - green rust with CO32- or C2O42-

Much more basically, the properties of cationic or anionic exchange of clays and LDHs in soils contribute to the capacity of these soils to retain or release ions in a form available for plant uptake and contribute then to the supply of nutrients for plant growth. For example,

Redox reactivity is a particular property of Fe-LDH (green rust) and fougerite due to possible transition from ferric and ferrous state inside the hydroxide sheets. Thus two kinds of reactions can be observed: one affects only the hydroxide sheets and the second interacts

The redox reactivity of the hydroxide sheets determines the stability and the transformation of Fe-LDH in other minerals. Concerning the stability, Refait *et al.* (2001) showed that in a same layer each Fe3+ ion must be surrounded only by bivalent, either Fe2+ ions or Mg2+ ions for the natural mineral fougerite. This is due to the fact that if the FeIII/Fetotal is up to 1/3, the electrostatic repulsion of two neighbouring Fe3+ induces an oxolation reaction and the formation of Fe-O-Fe bonds. In the laboratory, this reaction permits to obtain a range of intermediate compounds between green-rusts and well crystallized FeIII- oxides such as lepidocrocite, goethite or hematite (*e.g.* Schwertmann and Fechter, 1994; Lewis, 1997). The final products depend on the kinetics of oxidation and the nature of the interlayer anion. In the field, *in situ* Mössbauer spectra can be obtained every two days and at different depths (Feder *et al.,* 2005). The results show that FeIII/Fetotal ratio changes with the dynamics of pH and Eh in the soil solution of the waterlogged soils, indicating that the proportion of FeII and

Other works underlined that oxidation of Fe(II) from GRs was the most relevant abiotic reaction of reduction pathway in natural environments, soils and sediments. This is the case for reduction of selenate Se(VI) into Se(0) or Se(-II) (Myneni et al., 1997), Ag(I), Au(III), Cu(II) and Hg(II), respectively into Ag(0), Au(0), Cu(0) and Hg(0) (O'Loughlin et al., 2003)

The redox reactivity due to the interactions between the hydroxide sheets and the interlayer anion can induce reactions which are not able without the contribution of the particular

reduced by Fe2+, Hansen et al. (2001) show that Fe-LDHs reduced stoichiometrically NO3 into NH4+ and the kinetics of the reaction depend on the type of the interlayer anion, the hydroxide layer charge and the relative content of Fe(II) in the hydroxide layers. But the

layer reacts by oxolation of Fe(II) – OH – Fe(II) bonds into Fe(III) – O – Fe(III) releasing 8eand 8H+ (figure 3). The GR oxidizes into hematite or goethite. For GR(SO4), the half-reactions

into NH4+ in one step as observed, requires a simultaneous transfer of 8

is in interlayer position in a green rust, the hydroxide

position of electron donors and acceptors. For example, while in solution NO3-

(Drissi et al., 1994; Refait et al., 1998).

*2.3.2. Redox reactivity* 

with the interlayer anion.

reduction of NO3-

electrons from Fe2+ to N. When NO3-

and net reaction can be written as follows:

this is the case for Ca2+, Mg2+ or K+ from clays and NO3-

FeIII in the mineral changes with time and depth (figure 2).

or Cr(VI) into Cr(III) (Loyaux-Lawniczak et al., 2000).

As smectites can accommodate different cations in the interlayer, fougerite, green rusts and other LDHs can accommodate different anions. Indeed, natural minerals have been described with the same structure, in which OH- , Cl- , CO32- are the interlayered anions (figure 1). In Fougères, the most likely anion is OH- , as evidenced by considering soil/solution equilibria (Feder *et al.,* 2005) and by XRD decomposition (Trolard and Bourrié, 2008). In other environments, Cl or CO32- could be present too with a GR1 structure, and SO42- with a GR2 structure, but this was not yet found in the field.

## **2.3. Some properties**

## *2.3.1. Ionic exchange capacity*

Ion exchange involves electrostatic interactions between a counter-ion in the boundary layer between the solution and a charged particle surface and counter-ions in a diffuse cloud around the charged particle. It is usually a rapid, diffusion – controlled, reversible, stoichiometric reaction, and, in most cases, there is some selectivity of one ion over another by the exchanging surface (Sparks, 2003).

Ionic exchange capacity can be studied on bulk soil sample by measuring CEC (cationic Exchange Capacity) or AEC (Anionic Exchange Capacity). In 1:1 clay minerals, such as kaolinite, in metal oxides, amorphous materials and organic matter, ion exchange is due to surface sites that dissociate (Lewis acid, carboxylic or phenolic moieties), so that the net electric charge is pH dependent (Stumm, 1987; Sposito, 1989). In 2:1 clay minerals, in addition to Lewis acid sites, there exist isomorphic substitutions of different charge ions in the lattice, so that the net charge is the sum of a constant charge defect, always negative, and a pH dependent charge. The net resulting charge is negative, and is compensated by interlayer cations, more or less hydrated. The magnitude of CEC in soils is usually larger than AEC, but highly weathered soils in acidic environment can exhibit a substantial AEC.

As 2:1 clay minerals, LDHs contain constant positive charge due to the presence of both divalent and trivalent metals in the octahedral layer, and both external and internal exchanges sites, but the net resulting charge is positive, and the interlayer ions are anions. This is the basis of their designation as "anionic clays", though strictly speaking, LDHs are not clay minerals, as they are not phyllosilicates. Anions present in the interlayer sheet can be exchanged.

The property of exchange is often used to obtain some synthetic compounds that cannot be precipitated directly. This is the case for green rust with interlayer CO32- or C2O42-, because presence of carbonate or oxalate in the initial solution inhibits the formation of Fe(OH)2

sheets, which is the first step to build up green rusts by precipitation. These green rusts are then obtained by exchanging the SO42- from a sulphate - green rust with CO32- or C2O42- (Drissi et al., 1994; Refait et al., 1998).

Much more basically, the properties of cationic or anionic exchange of clays and LDHs in soils contribute to the capacity of these soils to retain or release ions in a form available for plant uptake and contribute then to the supply of nutrients for plant growth. For example, this is the case for Ca2+, Mg2+ or K+ from clays and NO3 or SO42- from LDHs.

#### *2.3.2. Redox reactivity*

174 Clay Minerals in Nature – Their Characterization, Modification and Application

described with the same structure, in which OH-

(figure 1). In Fougères, the most likely anion is OH-

SO42- with a GR2 structure, but this was not yet found in the field.

, CO32-, C2O42-, SeO42-, SO32-, SO42-… With Cl-

small sized, spherical or planar anions, there is only one layer of water molecules in the interlayer, and the symmetry group is trigonal (GR1 structure) (Refait *et al.* 1998), while with SeO42-, SO42-, that are tetrahedral, there are two layers of water molecule, and the layer stacking is different (GR2 structure) (Simon *et al.* 2003). Green rusts can be easily synthesized in the laboratory (Murad, 1990), form by oxidation of Fe(II) in solution (Lewis, 1997), by partial oxidation of Fe(OH)2 (Génin *et al.* 1994) or by bacterial oxidation of Fe(III)

As smectites can accommodate different cations in the interlayer, fougerite, green rusts and other LDHs can accommodate different anions. Indeed, natural minerals have been

soil/solution equilibria (Feder *et al.,* 2005) and by XRD decomposition (Trolard and Bourrié,

Ion exchange involves electrostatic interactions between a counter-ion in the boundary layer between the solution and a charged particle surface and counter-ions in a diffuse cloud around the charged particle. It is usually a rapid, diffusion – controlled, reversible, stoichiometric reaction, and, in most cases, there is some selectivity of one ion over another

Ionic exchange capacity can be studied on bulk soil sample by measuring CEC (cationic Exchange Capacity) or AEC (Anionic Exchange Capacity). In 1:1 clay minerals, such as kaolinite, in metal oxides, amorphous materials and organic matter, ion exchange is due to surface sites that dissociate (Lewis acid, carboxylic or phenolic moieties), so that the net electric charge is pH dependent (Stumm, 1987; Sposito, 1989). In 2:1 clay minerals, in addition to Lewis acid sites, there exist isomorphic substitutions of different charge ions in the lattice, so that the net charge is the sum of a constant charge defect, always negative, and a pH dependent charge. The net resulting charge is negative, and is compensated by interlayer cations, more or less hydrated. The magnitude of CEC in soils is usually larger than AEC, but highly weathered soils in acidic environment can exhibit a substantial AEC. As 2:1 clay minerals, LDHs contain constant positive charge due to the presence of both divalent and trivalent metals in the octahedral layer, and both external and internal exchanges sites, but the net resulting charge is positive, and the interlayer ions are anions. This is the basis of their designation as "anionic clays", though strictly speaking, LDHs are not clay minerals,

as they are not phyllosilicates. Anions present in the interlayer sheet can be exchanged.

The property of exchange is often used to obtain some synthetic compounds that cannot be precipitated directly. This is the case for green rust with interlayer CO32- or C2O42-, because presence of carbonate or oxalate in the initial solution inhibits the formation of Fe(OH)2

, Cl-

, Br- , I-

or CO32- could be present too with a GR1 structure, and

, CO32- and SO32-, that are

, CO32- are the interlayered anions

, as evidenced by considering

variable: Cl-

, Br- , I-

oxides (Fredrickson *et al.* 1998).

2008). In other environments, Cl-

*2.3.1. Ionic exchange capacity* 

by the exchanging surface (Sparks, 2003).

**2.3. Some properties** 

Redox reactivity is a particular property of Fe-LDH (green rust) and fougerite due to possible transition from ferric and ferrous state inside the hydroxide sheets. Thus two kinds of reactions can be observed: one affects only the hydroxide sheets and the second interacts with the interlayer anion.

The redox reactivity of the hydroxide sheets determines the stability and the transformation of Fe-LDH in other minerals. Concerning the stability, Refait *et al.* (2001) showed that in a same layer each Fe3+ ion must be surrounded only by bivalent, either Fe2+ ions or Mg2+ ions for the natural mineral fougerite. This is due to the fact that if the FeIII/Fetotal is up to 1/3, the electrostatic repulsion of two neighbouring Fe3+ induces an oxolation reaction and the formation of Fe-O-Fe bonds. In the laboratory, this reaction permits to obtain a range of intermediate compounds between green-rusts and well crystallized FeIII- oxides such as lepidocrocite, goethite or hematite (*e.g.* Schwertmann and Fechter, 1994; Lewis, 1997). The final products depend on the kinetics of oxidation and the nature of the interlayer anion. In the field, *in situ* Mössbauer spectra can be obtained every two days and at different depths (Feder *et al.,* 2005). The results show that FeIII/Fetotal ratio changes with the dynamics of pH and Eh in the soil solution of the waterlogged soils, indicating that the proportion of FeII and FeIII in the mineral changes with time and depth (figure 2).

Other works underlined that oxidation of Fe(II) from GRs was the most relevant abiotic reaction of reduction pathway in natural environments, soils and sediments. This is the case for reduction of selenate Se(VI) into Se(0) or Se(-II) (Myneni et al., 1997), Ag(I), Au(III), Cu(II) and Hg(II), respectively into Ag(0), Au(0), Cu(0) and Hg(0) (O'Loughlin et al., 2003) or Cr(VI) into Cr(III) (Loyaux-Lawniczak et al., 2000).

The redox reactivity due to the interactions between the hydroxide sheets and the interlayer anion can induce reactions which are not able without the contribution of the particular position of electron donors and acceptors. For example, while in solution NO3 cannot be reduced by Fe2+, Hansen et al. (2001) show that Fe-LDHs reduced stoichiometrically NO3 into NH4+ and the kinetics of the reaction depend on the type of the interlayer anion, the hydroxide layer charge and the relative content of Fe(II) in the hydroxide layers. But the reduction of NO3 into NH4+ in one step as observed, requires a simultaneous transfer of 8 electrons from Fe2+ to N. When NO3 is in interlayer position in a green rust, the hydroxide layer reacts by oxolation of Fe(II) – OH – Fe(II) bonds into Fe(III) – O – Fe(III) releasing 8eand 8H+ (figure 3). The GR oxidizes into hematite or goethite. For GR(SO4), the half-reactions and net reaction can be written as follows:

2FeII4FeIII2 (OH)12 SO4 6 Fe2O3, hematite + 6 H2O + 2 SO42- + 8e- + 12 H+ Fougerite a Natural Layered Double Hydroxide in Gley Soil: Habitus, Structure, and Some Properties 177

with FeII from hydroxide

**Figure 3.** Reaction mechanism during the reduction of the interlayer NO3-

To develop thermodynamic modelling, the first difficulty is to obtain a homogeneous data base. Tables 2 and 3 contain the reference data that are used for all thermodynamic

**3.2. Allred - Rochow electronegativity: A predictive parameter of the stability of** 

The Allred - Rochow electronegativity scale is based upon the interaction energies between one molecule or one ion and its electrons (Allred and Rochow, 1958). It is a function of bulk

= (**E** /**N**)

The electronegativities of the elements, i\* are derived from the electronic affinity and first ionization energy of the element and are independent of P and T. Following the partial charge model, developed by Jolivet (1994), the electronegativity of any molecule or ion can

where **E** is the energy of the molecule or ion and **N** the number of electrons.

sheets in fougerite

**3.1. Thermodynamic data** 

calculations presented here.

charge Z of this molecule or ion.

**hydroxides, oxyhydroxides and green rusts** 

$$\mathrm{NO} \cdot \mathrm{\text{\text{\text{\text{\text{\text{\text{\text{\text{\text{\text{\text{\text{\text{\text{\text{\text{\text{\text{\text{\text{\text{\text{\text{\text{\text{\cdot}}}}}}}}}}}}}}}} \text{\text{\text{\text{\text{\text{\text{\text{\text{\text{\text{\text{\text{\text{\text{\text{\text{\text{\text{\text{\text{\text{\text{\text{\text{\text{\text{\text{\text{\text{\text{\text{\text{\text{\text{\text{\text{\text{\text{\text{\text{\text{\text{\cdot}}}}}}}}}}}}}}}}}}}}} $$

2FeII4FeIII2 (OH)12 SO4 + NO3- 6 Fe2O3, hematite + 9 H2O + 2 SO42- + NH4+ + 2 H+

**Figure 2.** *In situ* Mössbauer monitoring in Fougères's soils (France): a. MIMOSII spectrometer used; b. Example of spectra obtained after two days of measurement in one depth; c. Variations of the ratio FeIII/Fetotal in soil with depth and time (from Feder *et al.,* 2005).

### **3. Thermodynamic modelling of stability of LDHs**

Thermodynamic properties of minerals mainly depend on the chemical composition of the mineral, and at a lesser degree on its structure. Evidence for this is the fact that nesosilicates include very soluble compounds such as olivine and quasi-insoluble minerals, *e.g.* zircon. Considering isostructural compounds, thermodynamic properties can thus be related with a suitable parameter depending on the chemical properties of ions. As the interaction between layer and interlayer is mainly electrostatic, we proposed to consider the electronegativity of the ion (Bourrié et al., 2004). Jolivet (1994) developed a partial charge model based upon Allred and Rochow's electronegativity scale.

**Figure 3.** Reaction mechanism during the reduction of the interlayer NO3 with FeII from hydroxide sheets in fougerite

#### **3.1. Thermodynamic data**

176 Clay Minerals in Nature – Their Characterization, Modification and Application

NO3-

+ 8e-

2FeII4FeIII2 (OH)12 SO4 6 Fe2O3, hematite + 6 H2O + 2 SO42- + 8e-

+ 10 H+ NH4+ + 3 H2O

2FeII4FeIII2 (OH)12 SO4 + NO3- 6 Fe2O3, hematite + 9 H2O + 2 SO42- + NH4+ + 2 H+

**Figure 2.** *In situ* Mössbauer monitoring in Fougères's soils (France): a. MIMOSII spectrometer used; b. Example of spectra obtained after two days of measurement in one depth; c. Variations of the ratio

Thermodynamic properties of minerals mainly depend on the chemical composition of the mineral, and at a lesser degree on its structure. Evidence for this is the fact that nesosilicates include very soluble compounds such as olivine and quasi-insoluble minerals, *e.g.* zircon. Considering isostructural compounds, thermodynamic properties can thus be related with a suitable parameter depending on the chemical properties of ions. As the interaction between layer and interlayer is mainly electrostatic, we proposed to consider the electronegativity of the ion (Bourrié et al., 2004). Jolivet (1994) developed a partial charge model based upon

FeIII/Fetotal in soil with depth and time (from Feder *et al.,* 2005).

Allred and Rochow's electronegativity scale.

**3. Thermodynamic modelling of stability of LDHs** 

+ 12 H+

To develop thermodynamic modelling, the first difficulty is to obtain a homogeneous data base. Tables 2 and 3 contain the reference data that are used for all thermodynamic calculations presented here.

## **3.2. Allred - Rochow electronegativity: A predictive parameter of the stability of hydroxides, oxyhydroxides and green rusts**

The Allred - Rochow electronegativity scale is based upon the interaction energies between one molecule or one ion and its electrons (Allred and Rochow, 1958). It is a function of bulk charge Z of this molecule or ion.

$$\boldsymbol{\chi} = (\boldsymbol{\partial} \mathbf{E} / \partial \mathbf{N})$$

where **E** is the energy of the molecule or ion and **N** the number of electrons.

The electronegativities of the elements, i\* are derived from the electronic affinity and first ionization energy of the element and are independent of P and T. Following the partial charge model, developed by Jolivet (1994), the electronegativity of any molecule or ion can


Fougerite a Natural Layered Double Hydroxide in Gley Soil: Habitus, Structure, and Some Properties 179

**Table 3.** Thermodynamical data used for calculation (suite)

**Table 2.** Thermodynamical data used for calculation


**Table 3.** Thermodynamical data used for calculation (suite)

**Table 2.** Thermodynamical data used for calculation

be computed from the stoichiometric formula, the electronegativities of the chemical elements, i\* and the net electric charge of the ion. The relationship is given by the following equation:

Fougerite a Natural Layered Double Hydroxide in Gley Soil: Habitus, Structure, and Some Properties 181

The Gibbs free energy, i.e. fG0, and the enthalpy of formation, i.e. fH0, of minerals or solid compounds are the main terms of macroscopic energy of interest. They can be obtained by

fH0(i) - fH0(j) = *F* [(i) - (j)]

fG0(i) - fG0(j) = *F* [(i) - (j)] where *F* is the Faraday constant, i.e. *F* = *N e* where *N* is the Avogadro Number et *e* the electron charge, *i* and *j* indexing the ions exchanged or substituted in isostructural compounds. The multiplication by *F* transforms the energy from the microscopic (atomic)

Thermodynamic data used here were taken from Bratsch (1989). The enthalpies of formation of hydroxides, with the general formula: *Me*II(OH)2, and oxyhydroxides, *Me*IIIOOH, are plotted versus Allred-Rochow electronegativities of bivalent and trivalent metals respectively (figure 4). The considered divalent metals are: Mn, Zn, Fe, Co, Ni, Cu and the trivalent metals are: Al, Cr, Fe, Ni and Co. Linear correlations are observed both for these hydroxides and oxyhydroxides.

**Figure 4.** Relationship between enthalpies of formation of *Me(II)-*hydroxides and *Me(III)* oxyhydroxides and electronegativity of divalent and trivalent cations respectively.

The Gibbs free energies of formation of synthetic green rusts are plotted versus Allred – Rochow electronegativities of the interlayer anions (figure 5). The value of the Gibbs free

the following semi-empirical equations:

scale to the macroscopic (molar) scale.

*3.2.1. Hydroxides and oxyhydroxides* 

*3.2.2. Green rusts* 

or

$$\chi = \frac{\sum\_{\mathbf{i}} \nu\_{\mathbf{i}} (\mathcal{X}\_{\mathbf{i}} \mathbf{^\*})^{1/2} + 1.36 \,\mathbf{Z}}{\sum\_{\mathbf{i}} \nu\_{\mathbf{i}} \Big[ 1 / (\mathcal{X}\_{\mathbf{i}} \mathbf{^\*})^{1/2} \Big]}$$

where Z is the global electrical charge of the molecule or ion, and the summation is carried upon all elements of the molecule or ion.

The electronegativity of any molecule or ion can thus be calculated. It is a microscopic term with the dimension of an energy. For example, to calculate the electronegativity of the hydroxyl group OH- , we used the electronegativity of oxygen and hydrogen \*(O) = 3.5 and \*(H) = 2.1, respectively and the charge of the anion is Z = - 1; thus the electronegativity of the hydroxyl group, OH- , is obtained as (OH- ) = 1.6. In this way, with i\* = 2.5 for C, 2.83 for Cl and 2.48 for S (Jolivet, 1994), the values obtained for the anions are (Cl- ) = 0.5421, (CO32-) = 2.007 and (SO42-) = 2.2856 (Trolard and Bourrié, 2008). Table 4 summarizes the values of Allred-Rochow electronegativities of some chemical elements, anions and cations used in calculations.


**Table 4.** Allred-Rochow electronegativity values of some elements (from Jolivet, 1994) and ions (this work).

The Gibbs free energy, i.e. fG0, and the enthalpy of formation, i.e. fH0, of minerals or solid compounds are the main terms of macroscopic energy of interest. They can be obtained by the following semi-empirical equations:

$$
\Delta \!\!\!H^0(\mathbf{i}) \text{ - } \Delta \!\!\!H^0(\mathbf{j}) = F \left[ \begin{smallmatrix} \chi(\mathbf{i}) \ -\chi(\mathbf{j}) \end{smallmatrix} \right],
$$

or

180 Clay Minerals in Nature – Their Characterization, Modification and Application

upon all elements of the molecule or ion.

equation:

hydroxyl group OH-

used in calculations.

the hydroxyl group, OH-

be computed from the stoichiometric formula, the electronegativities of the chemical elements, i\* and the net electric charge of the ion. The relationship is given by the following

1/2

( \*) 1.36 Z 1 / ( \*)

 

i i

where Z is the global electrical charge of the molecule or ion, and the summation is carried

The electronegativity of any molecule or ion can thus be calculated. It is a microscopic term with the dimension of an energy. For example, to calculate the electronegativity of the

\*(H) = 2.1, respectively and the charge of the anion is Z = - 1; thus the electronegativity of

(CO32-) = 2.007 and (SO42-) = 2.2856 (Trolard and Bourrié, 2008). Table 4 summarizes the values of Allred-Rochow electronegativities of some chemical elements, anions and cations

1/2

, we used the electronegativity of oxygen and hydrogen \*(O) = 3.5 and

 Co3+ 7.15 Ni3+ 7.27

**Table 4.** Allred-Rochow electronegativity values of some elements (from Jolivet, 1994) and ions (this work).

) = 1.6. In this way, with i\* = 2.5 for C, 2.83

) = 0.5421,

i i

*i i*

 

, is obtained as (OH-

for Cl and 2.48 for S (Jolivet, 1994), the values obtained for the anions are (Cl-

**element i\* ion <sup>i</sup>** H 2.10 Cl- 0.54 C 2.50 OH- 1.60 N 3.07 SO42- 1.86 O 3.50 CO32- 2.00 Mg 1.29 C2O42- 2.33 Al 1.47 NO3- 2.76 Si 1.74 H3SiO4- 2.37 S 2.48 Mn2+ 5.10 Cl 2.83 Fe2+ 5.29 Cr 1.59 Co2+ 5.35 Mn 1.63 Ni2+ 5.45 Fe 1.72 Cu2+ 5.35 Co 1.75 Zn2+ 5.16 Ni 1.80 Al3+ 6.42 Cu 1.75 Cr3+ 6.73 Zn 1.66 Fe3+ 7.07

 

$$
\Delta \mathbf{f} \mathbf{G}^0(\mathbf{i}) \text{ - } \Delta \mathbf{G}^0(\mathbf{j}) = F \text{ [}\chi(\mathbf{i}) \text{ - } \chi(\mathbf{j})\text{]}
$$

where *F* is the Faraday constant, i.e. *F* = *N e* where *N* is the Avogadro Number et *e* the electron charge, *i* and *j* indexing the ions exchanged or substituted in isostructural compounds. The multiplication by *F* transforms the energy from the microscopic (atomic) scale to the macroscopic (molar) scale.

#### *3.2.1. Hydroxides and oxyhydroxides*

Thermodynamic data used here were taken from Bratsch (1989). The enthalpies of formation of hydroxides, with the general formula: *Me*II(OH)2, and oxyhydroxides, *Me*IIIOOH, are plotted versus Allred-Rochow electronegativities of bivalent and trivalent metals respectively (figure 4). The considered divalent metals are: Mn, Zn, Fe, Co, Ni, Cu and the trivalent metals are: Al, Cr, Fe, Ni and Co. Linear correlations are observed both for these hydroxides and oxyhydroxides.

**Figure 4.** Relationship between enthalpies of formation of *Me(II)-*hydroxides and *Me(III)* oxyhydroxides and electronegativity of divalent and trivalent cations respectively.

#### *3.2.2. Green rusts*

The Gibbs free energies of formation of synthetic green rusts are plotted versus Allred – Rochow electronegativities of the interlayer anions (figure 5). The value of the Gibbs free

energy of Fe(OH)2 is plotted at = 0, as the interlayer is empty. Both Gibbs free energies and electronegativities are normalized to 2 structural OH per mole formula, *i.e.* for one third of the unit cell of a brucitic layer Mg3(OH)6 or FeII3(OH)6. A linear correlation is obtained for Green Rusts, from which the value of the Gibbs free energy for fougerite is derived, using = 1.6 for OH- . This relationship has as consequence to show a differential selectivity between the different anions, following the sequence Cl- < OH- < CO32- < SO42-increasing the stability of the structure and permitting the interlayer anion exchanges.

Fougerite a Natural Layered Double Hydroxide in Gley Soil: Habitus, Structure, and Some Properties 183

/kJ.mol Ni Al NO -1 3- CO32- SO42- H3SiO4


/kJ.mol-1

<sup>Δ</sup>fG0

when the compensating anion is sulphate, carbonate or nitrate. The enthalpy of LDHs when

Value of the stoichiometric coefficients in the Ni-Al LDHs <sup>Δ</sup>fH0

NO3-2 0.65 0.35 0.21 0.07 0 0 2 0.42 -942.41 -807.60 NO3-H 0.66 0.34 0.24 0.05 0 0 2 0.3 -904.03 -773.90 NO3-10 0.77 0.23 0.13 0.05 0 0 2 0.6 -908.42 -776.00 SO4-2 0.66 0.34 0 0.02 0.15 0 2 0.21 -940.30 -823.20 SO4-H 0.65 0.35 0 0.025 0.15 0 2 0.22 -957.52 -839.40 SO4-10 0.72 0.28 0 0.02 0.12 0 2 0.43 -952.78 -829.30 CO3-2 0.64 0.36 0 0.18 0 0 2 0.46 -987.30 -862.00 CO3-H 0.66 0.34 0 0.17 0 0 2 0.42 -950.57 -851.40 CO3-5 0.67 0.33 0 0.17 0 0 2 0.41 -930.47 -828.70 CO3-Si 0.65 0.35 0 0.1 0 0.15 2 0.08 -1132.27 -925.40 Ni(OH)2 1 0 0 0 0 0 2 0 -540.34 -459.10 Al(OH)3 0 1 0 0 0 0 3 0 -1293.00 -1155.00

**Table 5.** Enthalpies of formation and Gibbs free energies obtained by Peltier et al. (2006) on Ni-Al

**Figure 6.** Relationship between enthalpies of formation of Ni-Al LDHs and average electronegativities

As the composition of the layer is quasi-constant, i.e. x [1/4; 1/3], the variation of the

fH0(LDH) = fH0(hydr.) - *x F* (anion) + *m* fH0w,c

silicate anion is present in addition to carbonate shows a more negative value.

compounds

LDHs used in calculations

of A-n anion.

enthalpy formation can be written:

**Figure 5.** Relationship between Gibbs free energies of formation of green rusts (Fe LDHs) and the electronegativity of the interlayer anion.

## **3.3. Modeling of the LDH thermodynamic stability in presence of Si: a possible pathway to clay mineral formation.**

#### *3.3.1. Experimental data used*

The study of the thermodynamic stability of LDH in presence of Si is based on experimental data obtained on hydrotalcite – like compounds with the general formula [*Me(II)*1-xAlx(OH)2]. [x/n A-n, mH2O] with (0.2 < x < 0.4) and *Me(II)* = Ni (Allada et al., 2002; 2006).

The range of composition of LDHs is very narrow and they differ, in the first order, mainly by the nature of the interlayer anion (Allada et al., 2002, Bourrié et al., 2004).

Enthalpies of formation of Ni-Al LDHs were taken from Peltier *et al.* (2006) (table 5).

#### *3.3.2. Results of the calculation*

Same as Green Rust above, the value of the enthalpy of formation of Ni(OH)2 is plotted at = 0, as the interlayer is empty. A large decrease is observed when LDHs form and figure 6 shows that the enthalpies of formation of synthetic Ni-Al LDHs are very close to each other


when the compensating anion is sulphate, carbonate or nitrate. The enthalpy of LDHs when silicate anion is present in addition to carbonate shows a more negative value.

182 Clay Minerals in Nature – Their Characterization, Modification and Application

of the structure and permitting the interlayer anion exchanges.

the different anions, following the sequence Cl-

electronegativity of the interlayer anion.

*3.3.1. Experimental data used* 

*3.3.2. Results of the calculation* 

**pathway to clay mineral formation.** 

= 1.6 for OH-

energy of Fe(OH)2 is plotted at = 0, as the interlayer is empty. Both Gibbs free energies and electronegativities are normalized to 2 structural OH per mole formula, *i.e.* for one third of the unit cell of a brucitic layer Mg3(OH)6 or FeII3(OH)6. A linear correlation is obtained for Green Rusts, from which the value of the Gibbs free energy for fougerite is derived, using

**Figure 5.** Relationship between Gibbs free energies of formation of green rusts (Fe LDHs) and the

**3.3. Modeling of the LDH thermodynamic stability in presence of Si: a possible** 

The study of the thermodynamic stability of LDH in presence of Si is based on experimental data obtained on hydrotalcite – like compounds with the general formula [*Me(II)*1-xAlx(OH)2].

The range of composition of LDHs is very narrow and they differ, in the first order, mainly

Same as Green Rust above, the value of the enthalpy of formation of Ni(OH)2 is plotted at = 0, as the interlayer is empty. A large decrease is observed when LDHs form and figure 6 shows that the enthalpies of formation of synthetic Ni-Al LDHs are very close to each other

[x/n A-n, mH2O] with (0.2 < x < 0.4) and *Me(II)* = Ni (Allada et al., 2002; 2006).

by the nature of the interlayer anion (Allada et al., 2002, Bourrié et al., 2004).

Enthalpies of formation of Ni-Al LDHs were taken from Peltier *et al.* (2006) (table 5).

. This relationship has as consequence to show a differential selectivity between

< CO32- < SO42-increasing the stability

< OH-

**Figure 6.** Relationship between enthalpies of formation of Ni-Al LDHs and average electronegativities of A-n anion.

As the composition of the layer is quasi-constant, i.e. x [1/4; 1/3], the variation of the enthalpy formation can be written:

$$\Delta \text{iH}^0 \text{(L} \text{H} \text{\textdegree (L} \text{H} \text{\textdegree)} = \Delta \text{H}^0 \text{\textdegree (hydr.)} - \text{\textdegree } \text{\textdegree F} \text{ \textdegree (zionion)} + m \text{ \textdegree } \Delta \text{H}^0 \text{\textdegree (zionion)}$$

where *m* is the number of moles of water in the interlayer under a crystalline state, *x* the electric charge of the hydroxide layer and *F* the Faraday constant (*cf. supra*). The minus sign comes from the negative charge of the anion.

Fougerite a Natural Layered Double Hydroxide in Gley Soil: Habitus, Structure, and Some Properties 185

then condensate with hydroxyl groups of the silicate tetrahedra. This is not the case with sulphate, which give rise in green rusts to two monomolecular layers of water, instead of

Fougerite, as other layered double hydroxides (Sparks, 2003), plays an essential role in the formation of clay minerals, both phyllosilicates and iron hydroxides and oxides. They control both major elements, e.g. Mg, Fe, and trace metals (Co, Cr, Mn, Ni and Zn) in the

Electronegativity of ions, computed following the model of partial charges by Jolivet (1994) is a suitable parameter to correlate macroscopic thermodynamic properties of isostructural compounds when interactions are mainly electrostatic. It is of special value for small sized natural minerals that cannot be isolated and purified, and to assess consistency between

The introduction of silicate anion by anionic exchange in a LDHs structure leads to a reduction of the number of water molecules in the interlayer and increases the stability of lamellar double hydroxide. This transient structure can be considered as the first step

*INRA, UMR1114, Environnement Méditerranéen et Modélisation des Agro-hydrosystèmes, Avignon,* 

*UAPV, UMR1114, Environnement Méditerranéen et Modélisation des Agro-hydrosystèmes, Avignon,* 

Allada R.K., Navrotsky A., Berbeco H.T. and Casey W.H. (2002) Thermochemistry and

Allada R.K., Peltier E., Navrotsky A., Casey W.H., Johnson C.A., Berbeco H.T. and Sparks D. (2006) Calorimetric determination of the enthalpies of formation of hydrotalcite –like solids and their use in the geochemical modeling of metals in natural waters. Clays &

Allred A.L. and Rochow E.G. (1958) A Scale of electronegativity based on electrostatic force.

Bratsch S.G. (1989) Standard electrode potentials and temperature coefficients in water at

aqueous solubilities of hydrotalcite-like solids. Science, 296, 721-723.

only one with planar anions.

**4. Conclusions** 

environment.

experimental data sets.

**Author details** 

**5. References** 

*France* 

*France* 

towards the formation of a new clay mineral.

Fabienne Trolard and Guilhem Bourrié

Clay Minerals, 54, 4, 409-417.

J. Inorganic & Nuclear Chemistry, 5, 264-268.

298.15 K. J. of Physical Chemical Reference Data,18, 1-21.

The quantity fH0(LDH) + *x F* (anion) is plotted versus the number of moles of water molecules per mole formula (figure 7). Two groups appear distinctly: all LDHs without silicate anion in the interlayer, and mixed silicate-carbonate Ni/Al-LDHs.

**Figure 7.** Relationship between enthalpies of formation of Ni-Al LDHs corrected from the contribution of electronegativities of A-n anion and the number of moles of water in the interlayer.

The large variation of enthalpy from the pure *Me(II)* – hydroxide to the first stable LDHs can be ascribed to the opening and hydration of the interlayer as soon as the net charge of the layer is not zero, *i.e.* the enthalpy of hydration of the layers: fH0hydr.. This explains the large deviation from ideality observed when modelling these compounds as solid solution (*e.g.* Bourrié et al., 2004 for Fe-LDHs or green rusts). As this term is large, the influence of the nature of the interlayer anion is masked. However, it would be interesting to check the influence of anions with larger electronegativities, such as Cl- .

The silica anion exerts a large influence by expelling water molecules. This does not lead to a reversal to more positive values of fH0(LDH), but instead to more negative. It can be ascribed to condensation of silicate anion with the LDH layer with elimination of water molecules, hence the nucleation of Ni(II)-Al clay mineral by polymerization of silica within the interlayer following the anion exchange carbonate/silicate (Peltier et al., 2006).This implies that silica combines to the hydroxide sheets, as a first step towards new formation of phyllosilicate minerals. It is possible that the hydroxyl groups of the hydroxide sheets begin then condensate with hydroxyl groups of the silicate tetrahedra. This is not the case with sulphate, which give rise in green rusts to two monomolecular layers of water, instead of only one with planar anions.

## **4. Conclusions**

184 Clay Minerals in Nature – Their Characterization, Modification and Application

silicate anion in the interlayer, and mixed silicate-carbonate Ni/Al-LDHs.

comes from the negative charge of the anion.

where *m* is the number of moles of water in the interlayer under a crystalline state, *x* the electric charge of the hydroxide layer and *F* the Faraday constant (*cf. supra*). The minus sign

The quantity fH0(LDH) + *x F* (anion) is plotted versus the number of moles of water molecules per mole formula (figure 7). Two groups appear distinctly: all LDHs without

**Figure 7.** Relationship between enthalpies of formation of Ni-Al LDHs corrected from the contribution

The large variation of enthalpy from the pure *Me(II)* – hydroxide to the first stable LDHs can be ascribed to the opening and hydration of the interlayer as soon as the net charge of the layer is not zero, *i.e.* the enthalpy of hydration of the layers: fH0hydr.. This explains the large deviation from ideality observed when modelling these compounds as solid solution (*e.g.* Bourrié et al., 2004 for Fe-LDHs or green rusts). As this term is large, the influence of the nature of the interlayer anion is masked. However, it would be interesting to check the

The silica anion exerts a large influence by expelling water molecules. This does not lead to a reversal to more positive values of fH0(LDH), but instead to more negative. It can be ascribed to condensation of silicate anion with the LDH layer with elimination of water molecules, hence the nucleation of Ni(II)-Al clay mineral by polymerization of silica within the interlayer following the anion exchange carbonate/silicate (Peltier et al., 2006).This implies that silica combines to the hydroxide sheets, as a first step towards new formation of phyllosilicate minerals. It is possible that the hydroxyl groups of the hydroxide sheets begin

.

of electronegativities of A-n anion and the number of moles of water in the interlayer.

influence of anions with larger electronegativities, such as Cl-

Fougerite, as other layered double hydroxides (Sparks, 2003), plays an essential role in the formation of clay minerals, both phyllosilicates and iron hydroxides and oxides. They control both major elements, e.g. Mg, Fe, and trace metals (Co, Cr, Mn, Ni and Zn) in the environment.

Electronegativity of ions, computed following the model of partial charges by Jolivet (1994) is a suitable parameter to correlate macroscopic thermodynamic properties of isostructural compounds when interactions are mainly electrostatic. It is of special value for small sized natural minerals that cannot be isolated and purified, and to assess consistency between experimental data sets.

The introduction of silicate anion by anionic exchange in a LDHs structure leads to a reduction of the number of water molecules in the interlayer and increases the stability of lamellar double hydroxide. This transient structure can be considered as the first step towards the formation of a new clay mineral.

## **Author details**

Fabienne Trolard and Guilhem Bourrié

*INRA, UMR1114, Environnement Méditerranéen et Modélisation des Agro-hydrosystèmes, Avignon, France* 

*UAPV, UMR1114, Environnement Méditerranéen et Modélisation des Agro-hydrosystèmes, Avignon, France* 

## **5. References**

	- Bourrié G., Trolard F., Génin J.M.R., Jaffrezic A., Maître V. and Abdelmoula M. 1999. Iron control by equilibria between hydroxi-green rusts and solutions in hydromorphic soils. Geochimica et Cosmochimica Acta, 63, 3417-3427.

Fougerite a Natural Layered Double Hydroxide in Gley Soil: Habitus, Structure, and Some Properties 187

Peltier E., Allada R.K., Navrotsky A. and Sparks D.L. (2006) Nickel solubility and precipitation in soils: a thermodynamic study. Clays and Clay Minerals, 54, 153-164. Ponnamperuma F.N., Tianco E.M. and Loy T. (1967) Redox equilibria in flooded soils: I. The

Refait P., Charton A. and Génin J.M.R. (1998) Identification composition, thermodynamic and structural properties of pyroaurite-like iron(II)-iron(III) hydroxy-oxalate green rust.

Refait P., Bon C., Simon L., Bourrié G., Trolard F., Bessière J. and Génin J.M.R. 1999. Chemical composition and Gibbs standard free energy of formation of Fe(II)-Fe(III)

Refait P., Abdelmoula M., Trolard F., Génin J.M.R., Ehrhardt J.J. and Bourrié G. (2001) Mössbauer and XAS study of green rust mineral; the partial substitution of Fe2+ by Mg2+.

Schwertmann U. and Cornell R.M. (2003) Iron oxides in the laboratory. Preparation and

Schwertmann U. and Fechter H. (1994) The formation of green rust and its transformation to

Sparks D. (2003) Environmental soil chemistry. 2e edition, Academic press, Elsevier Science

Tamm O. (1922) Eine Method zur Bestimmung der organisches Komponenten des

Taylor R.M. (1981) Color in soils and sediments. A review. In: International Clay conference 1981 (ed. H. van Olphen and F. Veniale), Developments in Sedimentology, 35, 749-761

Trolard F., Abdelmoula M., Bourrié G., Humbert B. and Génin J.M.R. (1996) Mise en évidence d'un constituant de type "rouilles vertes" dans les sols hydromorphes – Proposition de l'existence d'un nouveau minéral : "la fougérite". C.R. Académie des

Trolard F., Génin J.M.R., Abdelmoula M., Bourrié G., Humbert B. and Herbillon A.J. (1997) Identification of a green rust mineral in a reductomorphic soil by Mössbauer and

Trolard F., Bourrié G., Soulier A., Maître V., Génin J.M.R. and Abdelmoula M. (1998) Dynamique de l'oxydo-réduction dans les zones humides. In: Agriculture intensive et qualité des eaux (C. Cheverry coord.), pp. 185-208. Collection Update, INRA

Trolard F., Bourrié G., Abdelmoula M., Refait P. and Feder F. (2007) Fougerite, a new mineral of the pyroaurite-iowaite group: description and crystal structure, Clays and

Trolard F. and Bourrié G. (2008) Geochemistry of green rusts and fougerite: a reevaluation of

Raman spectroscopies. Geochimica et Cosmochimica Acta, 61, 1107-1111.

Fe cycle in soils. Advances in Agronomy, 99, chap. 5, 227-287.

Sposito G. (1989) The surface chemistry of soils. Oxford Univ. Press, New York.

Gelcomplexes in Boden. Medd. Statens Skogsfösöksanstalt, 19, 385-404.

Stumm W. (1987) Aquatic surface chemistry, Wiley, New York.

hydroxysulphate green rust and Fe(II)hydroxide. Clay Minerals, 34, 499-510.

iron hydroxide systems. Soil Science, 103, 374-382.

American Mineralogist, 86, 731-739.

Characterization. VCH edition, Weinheim.

lepidocrocite. Clay Minerals, 29, 87-92.

Sciences, Paris, 323(série IIa), 1015-1022.

(USA).

(Elsevier, Amsterdam).

publications, Paris.

Clay Minerals, 28, 179-187.

European J. Solid State Inorganic Chemistry, 35, 655-666.


Geochimica et Cosmochimica Acta, 63, 3417-3427.

formation. Clays & Clay Minerals, 52, 382-394.

l'Académie des Sciences, Paris, 200, 127-129.

Germany.

400.

62, 3239-3257.

81-91.

AgI

446.

Catena Verlag, 30, 345-372.

Bourrié G., Trolard F., Génin J.M.R., Jaffrezic A., Maître V. and Abdelmoula M. 1999. Iron control by equilibria between hydroxi-green rusts and solutions in hydromorphic soils.

Bourrié G., Trolard F., Refait P. and Feder F. (2004) A solid solution model for Fe(II) – Fe(III) – Mg(II) green rusts and fougerite and estimation of their Gibbs free energies of

Cornell R.M. and Schwertmann U. (2003) The iron oxides. 2nd edition. VCH, Weinheim,

Driessen P., Deckers J., Spaargaren O. and Nachtergale F. (2001) Lecture notes on the major

Drissi S.H., Refait P., and Génin J.M.R. (1994) The oxidation of Fe(OH)2 in the presence of carbonate ions: structure of carbonate green rust one. Hyperfine Interactions, 90, 395-

Feder F., Trolard F., Klingelhöfer G. and Bourrié G. (2005) In situ Mössbauer spectroscopy – Evidence for green rust (fougerite) in a gleysol and its mineralogical transformation

Fredrickson J.K., Zachara J.M., Kennedy D.W., Dong H., Onstott T.C., Hinman N.W. and Li S.M. (1998) biogenic ion mineralization accompagnying the dissimilatory reduction of hydrous ferric oxide by a groundwater bacterium. Geochimica et Cosmochimica Acta,

Génin J.M.R., Olowe A.A., Resiak B., Confente M., Rollet-Benbouzid N., L'Haridon S. and Prieur D. (1994) Products obtained by mycrobially-induced corrosion of steel in a marine environment. Role of green rust two. Hyperfine Interactions, 93, 1807-1812. Girard A. and Chaudron G. (1935) Sur la constitution de la rouille. Comptes Rendus de

Hansen H.C.B., Gulberg S., Erbs M. and Koch C.B. (2001) Kinetics of nitrate reduction by green rusts: effects of interlayer anion and Fe(II): Fe(III) ratio. Applied Clay Science, 18,

Loyaux-Lawniczak S., Refait P., Ehrhardt J.J., Lecomte P., and Génin J.MR. (2000) Trapping of Cr by formation of ferrihydrite during the reduction of chromate ions by Fe(II)-Fe(III)

Mineny S.C.B., Tokunaga T.K. and Brown G.E.J. (1997) Abiotic selenium redox

Murad E. (1990) Application of 57Fe Mössbauer spectroscopy to problems in clay minerals and soil science: possibilities and limitations. Advances in Soil Science, 12, 125-157. O'Loughlin E.J., Kelly S.D., Kemner K.M., Csencsits R. and Cook R.E. (2003) Reduction of

, AuIII, CuII and HgII by FeII/FeIII hydroxysulfate green rust. Chemosphere, 53, 437-

Jolivet J.P. (1994) De la solution à l'oxyde. Savoirs Actuels, Interéditions, CNRS, 387 pp. Lewis L.W. (1997) Factors influencing the stability and properties of green rusts. In : soils and Environment (Auerswald K., Stanjek H., Bigham J.M. eds.), Adv. In GeoEcology,

hydroxysalt green rusts. Environmental Science & Technology, 34, 438-443.

transformation in the presence of Fe(II, III) oxides. Science, 278, 1106-1109.

soils of the world. World Soil Resources Report n°94, FAO, Rome.

with time and depth. Geochimica et Cosmochimica Acta, 69, 4463-4483.

	- Vyssotskii G.N. (1905, [1999]) Gley. Pochvovedeniye, 4, 291-327 [Gley. An abridged publication of Vyssotskii 1905 on the 257th anniversary of the Russian Academy of Sciences. Eurasian Soil Science, 32, 1063-1068].

**Section 3** 

**Clay Minerals Characterization,** 

**Modification and Application** 

**Clay Minerals Characterization, Modification and Application** 

188 Clay Minerals in Nature – Their Characterization, Modification and Application

Sciences. Eurasian Soil Science, 32, 1063-1068].

Vyssotskii G.N. (1905, [1999]) Gley. Pochvovedeniye, 4, 291-327 [Gley. An abridged publication of Vyssotskii 1905 on the 257th anniversary of the Russian Academy of

**Chapter 10** 

© 2012 Hashizume, licensee InTech. This is an open access chapter distributed under the terms of the Creative Commons Attribution License (http://creativecommons.org/licenses/by/3.0), which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.

© 2012 Hashizume, licensee InTech. This is a paper distributed under the terms of the Creative Commons Attribution License (http://creativecommons.org/licenses/by/3.0), which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.

**Role of Clay Minerals in Chemical** 

**Evolution and the Origins of Life** 

A number of hypotheses have been proposed regarding the origins of life on Earth. In the Russian text of 1924, Oparin (1938) suggested that simple molecules (e.g., CH4, NH3) in the early Earth, reacted to form small bio-molecules and complex bio-polymers (e.g., nucleoside, nucleotide, peptide, polynucleotide) which then evolved into multimolecular functional systems, and finally 'life' [1]. A few years later, Haldane (1929) independently proposed a similar hypothesis for the origins of life [2]. It was Bernal (1951), however, who first suggested that clay minerals played a key role in chemical evolution and the origins of life because of their ability to take up, protect (against ultraviolet radiation), concentrate, and catalyze the polymerization of, organic molecules [3]. Indeed, Cains-Smith (1982) has suggested that clay minerals can store and replicate structural defects, dislocations, and ionic substitutions, and act as 'genetic candidates' [4]. Thus, intercalation of organic molecules and monomers into the layer structure of clay minerals, such as montmorillonite and kaolinite, would favor the formation and replication of biopolymers with specified

The composition of the primitive atmosphere is an important factor influencing the formation of small biomolecules. Urey (1952) and Miller and Urey (1959) proposed that the early Earth had a reducing atmosphere, and conducted their experiments on chemical evolution accordingly [5, 6]. Computer simulation, however, would indicate that the primitive atmosphere was not reducing. Moreover, it was very difficult to synthesize bio-

In this review we describe the environment of the primitive Earth, outline the clay-induced formation of small molecules and simple bio-molecules, discrimination of optical isomers, and polymerization of bio-molecules, and then briefly remark on the RNA world and the

Additional information is available at the end of the chapter

sequences (e.g., enzymes, polynucleotides).

organic molecules under reducing conditions.

Hideo Hashizume

**1. Introduction** 

origin of cells.

http://dx.doi.org/10.5772/50172

## **Role of Clay Minerals in Chemical Evolution and the Origins of Life**

Hideo Hashizume

Additional information is available at the end of the chapter

http://dx.doi.org/10.5772/50172

## **1. Introduction**

A number of hypotheses have been proposed regarding the origins of life on Earth. In the Russian text of 1924, Oparin (1938) suggested that simple molecules (e.g., CH4, NH3) in the early Earth, reacted to form small bio-molecules and complex bio-polymers (e.g., nucleoside, nucleotide, peptide, polynucleotide) which then evolved into multimolecular functional systems, and finally 'life' [1]. A few years later, Haldane (1929) independently proposed a similar hypothesis for the origins of life [2]. It was Bernal (1951), however, who first suggested that clay minerals played a key role in chemical evolution and the origins of life because of their ability to take up, protect (against ultraviolet radiation), concentrate, and catalyze the polymerization of, organic molecules [3]. Indeed, Cains-Smith (1982) has suggested that clay minerals can store and replicate structural defects, dislocations, and ionic substitutions, and act as 'genetic candidates' [4]. Thus, intercalation of organic molecules and monomers into the layer structure of clay minerals, such as montmorillonite and kaolinite, would favor the formation and replication of biopolymers with specified sequences (e.g., enzymes, polynucleotides).

The composition of the primitive atmosphere is an important factor influencing the formation of small biomolecules. Urey (1952) and Miller and Urey (1959) proposed that the early Earth had a reducing atmosphere, and conducted their experiments on chemical evolution accordingly [5, 6]. Computer simulation, however, would indicate that the primitive atmosphere was not reducing. Moreover, it was very difficult to synthesize bioorganic molecules under reducing conditions.

In this review we describe the environment of the primitive Earth, outline the clay-induced formation of small molecules and simple bio-molecules, discrimination of optical isomers, and polymerization of bio-molecules, and then briefly remark on the RNA world and the origin of cells.

© 2012 Hashizume, licensee InTech. This is an open access chapter distributed under the terms of the Creative Commons Attribution License (http://creativecommons.org/licenses/by/3.0), which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited. © 2012 Hashizume, licensee InTech. This is a paper distributed under the terms of the Creative Commons Attribution License (http://creativecommons.org/licenses/by/3.0), which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.

## **2. Environment of the early Earth**

In discussing the origins of life**,** it is important to know the state of the early Earth. Cosmic dust grains, rotating around the primitive Sun, coalesced to form planetesimals, and then larger bodies (e.g., planets) through gravitation, giving rise to the solar system about 4.6 billion years ago [7]. The surface of the primitive Earth was molten to a depth of 1000 km [8]. The light elements had disappeared into space but various gases were retained on the surface by gravitation. As the temperature decreased, the surface of the magma ocean gradually solidified. Water vapor, carbon oxide, nitrogen gas began to cover the Earth surface, forming the primitive atmosphere. Water vapor gave rise to clouds which turned into rain, feeding rivers and oceans. Dissolved metal ions from rocks entered into the primitive ocean. Lightnings and volcanic eruptions often occurred. Small and large meteorites also bombarded the early Earth. These events and light from the sun were conducive to creating simple organic compounds and small bio-molecules.

Role of Clay Minerals in Chemical Evolution and the Origins of Life 193

Stony chondrites

Achondrites

Stony- Irons

Allene

Radical

c-C3H2, c-SiC2, c-C3H, c-C2H4O

Molecular ions

**2.4. Clay minerals** 

Irons

Enstatite chondrites H(high-Fe) chondrites L(low-Fe) chondrites

LL(low Fe and low metal) chondrites

Pallasites, Mesosiderites

I AB, II AB, IIAB, IVA, IV B **Table 1.** Classification of meteorites [59].

Nitryl and acetylene derivative etc.

Aldehyde, Alcohol, Ether, Ketone, Amine, etc.

HCS+, CO+, HCO+, HOCO+, H2COH+, HCNH+, HC3NH+, HOC+

CH2N, NaCN, C2O, NO, SO, HCO, MgNC, MgCN, C2S, NS

**Table 2.** Organic molecules in space [60]. c- (Allene): circlar.

Carbonaceous chondrites: Type I No Chondrule, & Type II Chondrule

HCN, HC3N, HC5N, HC7N, HC9N, HC11N, HC2CHO, CH3CN, CH3C3N, CH3C2H, CH3CH2CN, CH2, CHCN, HNC, HNCO, HNCS, HNCCC, CH3NC, HCCNC

H2CO, H2CS, CH3CHO, NH2CHO, H2CCO, CH3OH, CH3CH2OH, CH3SH, (CH3)2O,

(CH3)2CO, HCOOH, HCOOCH3, CH3COOH, CH2NH, CH3NH2, NH2CN, H2C3, H2C4, H2C6

OH, CH, CH2, NH2, HNO, C2H, C3H, C4H, C5H, C6H, C7H, C8H, CN, C3N, C5N, CH2CN,

Clay minerals would have formed by weathering of volcanic glass and rocks. Also, when the temperature of land and atmosphere decreased, the highly concentrated cations and anions in the primitive ocean would have precipitated on the primitive ocean floor, and there interacted to yield certain compounds. The oldest rock on Earth is sedimentary in origin, suggesting that land erosion by rivers had already happened. Water would have come into contact with volcanic glass and rocks, opening the way to clay mineral formation. The Mars investigation indicates the occurrence in the planet's surface of clay minerals with an age of > 3.5 Ga, and a chemical composition consistent with Al-Si-O-H and Mg-Si-O-H

systems [12]. By analogy, clay minerals would have formed on the early Earth.

Ca-poor: Aubrites, Diogenites, Ureilites, Chassignite Ca-rich: Angrite, Nalhlites, Eucrites, Howardites

#### **2.1. Atmosphere**

In an early paper, Urey (1952) suggested that Earth's primitive atmosphere was mainly composed of anoxic gases (e.g. NH3, CH3) and water vapor [5]. On the other hand, Levine et al. (1982) proposed that non-reductive gases (e.g. CO, CO2, N2) made up the paleoatmosphere [9]. More recently, Owen (2008) argued for a composition between anoxic and non-reductive gases [10].

#### **2.2. Meteorite**

There are basically two types of meteorites: primitive and fractionated. Table 1 shows a classification scheme for meteorites. Carbonaceous (C-)chondrite is considered to be the earliest type of meteorite, containing a 'memory' of the primitive solar system. Cchondrites are mainly composed of Mg-rich minerals including a hydrous silicate, serpentine. They also contain organic and bio-organic molecules (e.g., amino acids). When such meteorites rained down on the early Earth, the energy of collision would convert simple organic molecules to bio-organic compounds. Table 2 lists the range and variety of organic molecules in space.

#### **2.3. Bombardment by meteorites and asteroids**

The craters on Moon were formed about 3.8−4.0 billion years ago through bombardment by meteorites and asteroids [11]. At the same time, huge numbers of meteorite and asteroids would have hit the relatively larger Earth because of its proximity to Moon. As a result, the surface temperature of Earth would markedly increase, and most liquid water would have evaporated. Likewise, many simple organic compounds or large biomolecules that were present, or formed through meteorite impact, would have volatilized or decomposed.


I AB, II AB, IIAB, IVA, IV B

192 Clay Minerals in Nature – Their Characterization, Modification and Application

In discussing the origins of life**,** it is important to know the state of the early Earth. Cosmic dust grains, rotating around the primitive Sun, coalesced to form planetesimals, and then larger bodies (e.g., planets) through gravitation, giving rise to the solar system about 4.6 billion years ago [7]. The surface of the primitive Earth was molten to a depth of 1000 km [8]. The light elements had disappeared into space but various gases were retained on the surface by gravitation. As the temperature decreased, the surface of the magma ocean gradually solidified. Water vapor, carbon oxide, nitrogen gas began to cover the Earth surface, forming the primitive atmosphere. Water vapor gave rise to clouds which turned into rain, feeding rivers and oceans. Dissolved metal ions from rocks entered into the primitive ocean. Lightnings and volcanic eruptions often occurred. Small and large meteorites also bombarded the early Earth. These events and light from the sun were

In an early paper, Urey (1952) suggested that Earth's primitive atmosphere was mainly composed of anoxic gases (e.g. NH3, CH3) and water vapor [5]. On the other hand, Levine et al. (1982) proposed that non-reductive gases (e.g. CO, CO2, N2) made up the paleoatmosphere [9]. More recently, Owen (2008) argued for a composition between anoxic

There are basically two types of meteorites: primitive and fractionated. Table 1 shows a classification scheme for meteorites. Carbonaceous (C-)chondrite is considered to be the earliest type of meteorite, containing a 'memory' of the primitive solar system. Cchondrites are mainly composed of Mg-rich minerals including a hydrous silicate, serpentine. They also contain organic and bio-organic molecules (e.g., amino acids). When such meteorites rained down on the early Earth, the energy of collision would convert simple organic molecules to bio-organic compounds. Table 2 lists the range and variety of

The craters on Moon were formed about 3.8−4.0 billion years ago through bombardment by meteorites and asteroids [11]. At the same time, huge numbers of meteorite and asteroids would have hit the relatively larger Earth because of its proximity to Moon. As a result, the surface temperature of Earth would markedly increase, and most liquid water would have evaporated. Likewise, many simple organic compounds or large biomolecules that were present, or formed through meteorite impact, would have volatilized

conducive to creating simple organic compounds and small bio-molecules.

**2. Environment of the early Earth** 

**2.1. Atmosphere** 

**2.2. Meteorite** 

or decomposed.

and non-reductive gases [10].

organic molecules in space.

**2.3. Bombardment by meteorites and asteroids** 

**Table 1.** Classification of meteorites [59].


**Table 2.** Organic molecules in space [60]. c- (Allene): circlar.

#### **2.4. Clay minerals**

Clay minerals would have formed by weathering of volcanic glass and rocks. Also, when the temperature of land and atmosphere decreased, the highly concentrated cations and anions in the primitive ocean would have precipitated on the primitive ocean floor, and there interacted to yield certain compounds. The oldest rock on Earth is sedimentary in origin, suggesting that land erosion by rivers had already happened. Water would have come into contact with volcanic glass and rocks, opening the way to clay mineral formation. The Mars investigation indicates the occurrence in the planet's surface of clay minerals with an age of > 3.5 Ga, and a chemical composition consistent with Al-Si-O-H and Mg-Si-O-H systems [12]. By analogy, clay minerals would have formed on the early Earth.

### **3. Simple bio-molecules**

The bio-organic compounds of 'life' comprise amino acids, nucleic acid bases, sugars, and lipids (Tables 3 and 4; Figure 1). The role of clay minerals in the synthesis of amino acids, nucleic acid bases and sugars is described below.

Role of Clay Minerals in Chemical Evolution and the Origins of Life 195

NH2 <sup>N</sup>

Thymine (T)

N

H

O

NH

O

2

NH

<sup>N</sup> <sup>N</sup>

N N

NH

O

Phosphatidate Phosphatidylcholine Phosphatidylethnolamine Phosphatidylglycerol Phosphatidylinositol Phosphatidylserine

Cardiolipin Sphingomyelin Glycolipid Cholesterol

N

N H

O

NH

Gunanine (G)

H C3

RNA DNA

OH

OCH2 O

OH OH

(adenosine 5' -monophosphate)

H

P O

O O Nucleoside

N O H

O

Deoxyribose

OH

Nucleoside (Adenosine) Nucleotide

OHCH2

**Figure 1.** Components of RNA (or DNA) and nucleoside and nucleotide.

**Table 4.** Main lipids of biologial membrane. [61]

N

H

<sup>N</sup> <sup>N</sup>

Adenine (A)

NH2

N H

O

OH

OH OH

Ribose

3' 2'

OHCH2

5'

4'

HOCH2 O

NH

2

O

OH

1'

<sup>N</sup> <sup>N</sup>

N N

2

NH

Cytosine (C) Uracil (U)

OH

N

N


**Table 3.** Twenty bio-amino acids and their side chains. Proline: the side chaine is red. The structure of the amino acid: R-CH(NH2)-COOH


**Table 4.** Main lipids of biologial membrane. [61]

Glycine (Gly) -H Aspartic acid

Alanine (Ala) -CH3 Glutamic acid

Valine (Val) Asparagine


3

3

CH3

3

3

CH

Leucine (Leu) Glutamine


2


3 2


H

CH

(Phe) Arginine (Arg)

Tyrosine(Tyr) Histidine (His)

Serine (Ser) -CH2-OH Tryptophan

Threonine(Thr) Proline (Pro)


Cysteine (Cys) -CH2-SH

the amino acid: R-CH(NH2)-COOH

Methionine (Met) -CH2-CH2-S-CH3

nucleic acid bases and sugars is described below.

The bio-organic compounds of 'life' comprise amino acids, nucleic acid bases, sugars, and lipids (Tables 3 and 4; Figure 1). The role of clay minerals in the synthesis of amino acids,

(Asp)





2 2


2

N H

2 2


2

HOOC C

H

2 2

OH

NH2

NH

2 2

N

CH

CH

2

2

N H

H2

N H 2

(Glu)

(Asn)

(Gln)

(Try)

<sup>3</sup> C


**Table 3.** Twenty bio-amino acids and their side chains. Proline: the side chaine is red. The structure of

Isoleucine (Ile) Lysine(Lys) -CH2-CH2-CH2-CH2-NH2

Amino acid Side chaine (R) Amino acid Side chaine (R)

**3. Simple bio-molecules** 

Phenylalanine

**Figure 1.** Components of RNA (or DNA) and nucleoside and nucleotide.

## **3.1. Amino acids**

Miller and Urey (1959) were able to synthesize bio-molecules from simple precursors (e.g., NH3, CH3, water) by circulating the mixture past an electric discharge ("spark"), simulating a lightning strike. Table 5 lists the compounds obtained abiotically under reducing atmospheric conditions. When montmorillonite was added to Miller's (1953) system, Shimoyama et al. (1978) found that the yield of amino acids with an alkylated side chain increased [13, 14] (Table 5). Subsequently, Yuasa (1989) conducted the sparking experiment using HCN and NH4(OH) in the presence of montmorillonite [15], obtaining glycine, alanine, and aspartic acid as the main products.

Role of Clay Minerals in Chemical Evolution and the Origins of Life 197

aspartic acid, glutamic acid, phenylalanine) adsorbed to H-montmorillonite by proton transfer. The adsorption of glycine and its oligo-peptides by Ca-montmorillonite and Caillite increased with the degree of oligomerization (molecular weight). Hedges and Hare (1987) suggested that the amino and carboxyl groups of the amino acids were involved in their adsorption to kaolinite [21], while Dashman and Stotzky (1982, 1984) reported that

Serpentine is a clay mineral, formed by the weathering of olivine and pyroxene. As such, serpentine would be expected to occur on the surface of the early Earth. Serpentine, however, has a limited capacity for taking up amino acids (Hashizume, 2007) although it can adsorb measurable amounts of aspartic and glutamic acids [24]. On the other hand, allophane can take up appreciable amounts of alanine [25]. The adsorption isotherms showed three distinct regions as the (equilibrium) concentration (Ce) of alanine increased: a nearly linear rise at low Ce, a leveling off to a plateau at intermediate Ce, and a steep linear increase at high Ce. The oligomers of alanine were also adsorbed by allophane but the extent

Amino acids can exist in two enantiomeric (chiral) types, namely, D (dextrorotatory) and L (levorotatory) (Figure 2). Both enantiomers would have formed, in equal amounts under abiotic conditions, giving a racemic mixture with a D/L molar ratio of 1/1. The amino acids in living organisms, however, are generally of the L-type. This finding is one of the

**Figure 2.** D- and L-enantiomers ("mirror" images) of amino acids. R represents the side chain (Table 3).

L D mirror

NH2 NH2 H H

C C

R R

COOH COOH

The question arises whether clay minerals can discriminate between D- and L-amino acids when placed in contact with a racemic mixture. Using Na-montmorillonite and a racemic mixture of several amino acids, Friebele et al. (1981) did not observe any difference in adsorption between the D- and L-enantiomers [27]. This finding is not altogether surprising since clay minerals have no chirality in their bulk structures although the layer structure of kaolinite may be chiral due to the presence and positioning of vacancies (Figure 3). The edge surface of a montmorillonite layer may also be structurally chiral due to the presence of

defects. These chiral structures, however, are not individually separable.

kaolinite adsorbed less amino acids and peptides than did montmorillonite [22, 23].

of adsorption did not vary greatly with solute molecular weight [26].

**3.3. Optical discrimination** 

problems associated with the origins of life.


**Table 5.** Organic compounds dected in Miller's experiment [5,13]. Bold: bio-amino acid. Red; more of these compounds were obtained in the presence of monmtrillonite [13].

Some components of the primitive atmosphere are soluble in water. Under hydrothermal conditions, as would pertain in a thermal vent, the dissolved components would react to form various amino acids (e.g., glycine, alanine, lysine, isoleucine) as Marshall (1994) has reported [16].

The primitive atmosphere might not have been reducing, however. Further, bio-organic molecules are difficult to obtain under the conditions used by Miller (1953) [14]. In an attempt to make for favorable conditions, Kobayashi et al. (1990) used proton irradiation to produce a reducing atmosphere from an oxidizing one [17]. Nevertheless, the role of clay minerals in the formation of bio-molecules remains uncertain. Infrared spectroscopy suggests that the dust in the diffuse interstellar medium contains aliphatic hydrocarbons [18]. Again, it is uncertain whether clay minerals are involved in their formation.

#### **3.2. Adsorption of amino acids by clay minerals**

Clay minerals would be capable of adsorbing bio-organic molecules from the early ocean. The resultant clay-organic complexes would partly be deposited on the ocean floor.

Greenland et al. (1962, 1965) investigated the interactions of various amino acids with H-, Na-, and Ca-montmorillonites [19, 20]. Arginine, histidine, and lysine adsorbed to Na- and Ca- montmorillonites by cation exchange. Other amino acids (alanine, serine, leucine, aspartic acid, glutamic acid, phenylalanine) adsorbed to H-montmorillonite by proton transfer. The adsorption of glycine and its oligo-peptides by Ca-montmorillonite and Caillite increased with the degree of oligomerization (molecular weight). Hedges and Hare (1987) suggested that the amino and carboxyl groups of the amino acids were involved in their adsorption to kaolinite [21], while Dashman and Stotzky (1982, 1984) reported that kaolinite adsorbed less amino acids and peptides than did montmorillonite [22, 23].

Serpentine is a clay mineral, formed by the weathering of olivine and pyroxene. As such, serpentine would be expected to occur on the surface of the early Earth. Serpentine, however, has a limited capacity for taking up amino acids (Hashizume, 2007) although it can adsorb measurable amounts of aspartic and glutamic acids [24]. On the other hand, allophane can take up appreciable amounts of alanine [25]. The adsorption isotherms showed three distinct regions as the (equilibrium) concentration (Ce) of alanine increased: a nearly linear rise at low Ce, a leveling off to a plateau at intermediate Ce, and a steep linear increase at high Ce. The oligomers of alanine were also adsorbed by allophane but the extent of adsorption did not vary greatly with solute molecular weight [26].

#### **3.3. Optical discrimination**

196 Clay Minerals in Nature – Their Characterization, Modification and Application

alanine, and aspartic acid as the main products.

**Glycine** Succinic acid Glycolic acid **Aspartic acid** Sarcosine **Glutamic acid** Alanine Iminodiacetic acid

N-Methylalanine Formic acid α-Amino-n-butyric acid Acetic acid α-Aminoisobutyric acid Propionic acid

β-Alanine N-Methy urea

these compounds were obtained in the presence of monmtrillonite [13].

α-Hydroxybutyric acid Urea

**3.2. Adsorption of amino acids by clay minerals** 

Lactic acid Iminoacetic-propionic acid

**Table 5.** Organic compounds dected in Miller's experiment [5,13]. Bold: bio-amino acid. Red; more of

Some components of the primitive atmosphere are soluble in water. Under hydrothermal conditions, as would pertain in a thermal vent, the dissolved components would react to form various amino acids (e.g., glycine, alanine, lysine, isoleucine) as Marshall (1994) has

The primitive atmosphere might not have been reducing, however. Further, bio-organic molecules are difficult to obtain under the conditions used by Miller (1953) [14]. In an attempt to make for favorable conditions, Kobayashi et al. (1990) used proton irradiation to produce a reducing atmosphere from an oxidizing one [17]. Nevertheless, the role of clay minerals in the formation of bio-molecules remains uncertain. Infrared spectroscopy suggests that the dust in the diffuse interstellar medium contains aliphatic hydrocarbons

Clay minerals would be capable of adsorbing bio-organic molecules from the early ocean.

Greenland et al. (1962, 1965) investigated the interactions of various amino acids with H-, Na-, and Ca-montmorillonites [19, 20]. Arginine, histidine, and lysine adsorbed to Na- and Ca- montmorillonites by cation exchange. Other amino acids (alanine, serine, leucine,

[18]. Again, it is uncertain whether clay minerals are involved in their formation.

The resultant clay-organic complexes would partly be deposited on the ocean floor.

Miller and Urey (1959) were able to synthesize bio-molecules from simple precursors (e.g., NH3, CH3, water) by circulating the mixture past an electric discharge ("spark"), simulating a lightning strike. Table 5 lists the compounds obtained abiotically under reducing atmospheric conditions. When montmorillonite was added to Miller's (1953) system, Shimoyama et al. (1978) found that the yield of amino acids with an alkylated side chain increased [13, 14] (Table 5). Subsequently, Yuasa (1989) conducted the sparking experiment using HCN and NH4(OH) in the presence of montmorillonite [15], obtaining glycine,

**3.1. Amino acids** 

reported [16].

Amino acids can exist in two enantiomeric (chiral) types, namely, D (dextrorotatory) and L (levorotatory) (Figure 2). Both enantiomers would have formed, in equal amounts under abiotic conditions, giving a racemic mixture with a D/L molar ratio of 1/1. The amino acids in living organisms, however, are generally of the L-type. This finding is one of the problems associated with the origins of life.

**Figure 2.** D- and L-enantiomers ("mirror" images) of amino acids. R represents the side chain (Table 3).

The question arises whether clay minerals can discriminate between D- and L-amino acids when placed in contact with a racemic mixture. Using Na-montmorillonite and a racemic mixture of several amino acids, Friebele et al. (1981) did not observe any difference in adsorption between the D- and L-enantiomers [27]. This finding is not altogether surprising since clay minerals have no chirality in their bulk structures although the layer structure of kaolinite may be chiral due to the presence and positioning of vacancies (Figure 3). The edge surface of a montmorillonite layer may also be structurally chiral due to the presence of defects. These chiral structures, however, are not individually separable.

Role of Clay Minerals in Chemical Evolution and the Origins of Life 199

**3.5. Adsorption of nucleic acid bases by clay minerals** 

the buffer used.

siloxane plane [40].

montmorillonite [41, 42].

**4. Polymerization of bio-polymers** 

polymerizing such molecules on their surfaces.

**3.6. Sugar** 

**4.1. Peptides** 

retention capacity of allophane [38].

The adsorption of nucleic acid bases by montmorillonite has been widely investigated. Lawless et al. (1984) and Banin et al. (1984) reported that the adsorption of adenosine monophosphate (AMP) by montmorillonite, containing different exchangeable cations (Zn, Cu, Mn, Fe, Ca, Co, Ni), generally increased as solution pH decreased [33, 34]. In the case of Zn-montmorillonite, adsorption of 5'-AMP reached a maximum at pH ~7. The extent of adsorption was primarily influenced by the acid dissociation constant of the nucleic acid base. Winter and Zubay (1995) investigated the relative ability of montmorillonite and hydroxylapatite in adsorbing adenine and adenine-related compounds [35]. They found that montmorillonite adsorbed more adenine than the other compounds (adenosine, 5'-AMP, 5'- ADP, 5'-ATP), while hydroxylapatite preferred adenosine phosphate to adenine and adenosine. The extent of adsorption depended on solution pH, and might also be affected by

More recently, Hashizume et al. (2010) investigated the adsorption of adenine, cytosine, uracil, ribose, and phosphate by Mg-montmorillonite [36]. At comparable concentrations in the equilibrium solution, adsorption decreased in the order adenine > cytosine > uracil, while ribose was hardly adsorbed. Hashizume and Theng (2007) found that allophane had a greater affinity for 5'-AMP than for adenine, adenosine, or ribose [37]. Again, very little ribose was adsorbed. The strong adsorption of 5'-AMP accords with the high phosphate-

The adsorption of nucleic acid bases to clay mineral surfaces has also been assessed by computer simulation. An *ab initio* study by Michalkova et al. (2011) suggests that uracil was adsorbed perpendicularly to the kaolinite surface [39]. With montmorillonite, on the other hand, nucleic acid bases tend to adsorb in a face-to-face orientation with respect to the basal

Sugars may be synthesized from formaldehyde through the Formose reaction. Clay and layered minerals (e.g., montmorillonite, brucite) can catalyze the self-condensation of formaldehyde. Further, the sugar oligomers formed are stabilized by adsorption to

Peptides are polymers of amino acids (Table 3; Figure 4). On the early earth, peptides may have formed at places where energy is produced, such as thermal vents on the sea floor. The primitive ocean may have contained small bio-molecules, including amino acids. As already mentioned, clay minerals would have played an important role in concentrating and

**Figure 3.** Overlap of Al atoms in stacked layers of kaolinite. Black circles indicate occupied Al site, and white circles indicate vacant Al sites [62].

On the other hand, quartz crystals are intrinsically chiral and, as such, can show stereospecific effects. Bonner et al. (1974), for example, found that L-quartz preferred L-alanine to its D-enantiomer, while D-quartz adsorbed more D- than L-alanine. The difference in preference was about 1%. Interestingly, Siffert and Naidja (1992) reported that montmorillonite showed stereo-selectivity in the adsorption and deamination of aspartic and glutamic acids. Likewise, Hashizume et al. (2002) reported that an allophane from New Zealand, extracted from a volcanic ash soil, showed a clear preference for L-alanyl-Lalanine over its D-enantiomer [30]. They suggested that the size, intramolecular charge separation, and surface orientation of L-alanyl-L-alanine zwitterions combined to confer 'structural chirality' to the allophane-amino acid complex. Although the allophane sample was purified before use, the presence of trace amounts of organic matter might have left a chiral 'imprint'.

#### **3.4. Nucleic acid bases**

Nucleic acids contain two purine bases (adenine, guanine), and three pyrimidine bases (cytosine, uracil, thymine) (Figure 1). Uracil and thymine are found in RNA and DNA, respectively.

Adenine could be prebiotically synthesized from hydrogen cyanide, and cytosine from cyanoacetylene, while uracil could arise from cyanoacetylene via malic acid. Chittenden and Schwartz (1976) reported that the addition of montmorillonite increased the rate of adenine formation [32].

No nucleic acid bases were found in the Miller experiment [6]. Adenine was formed, however, when a mixture of HCN and montmorillonite was added to the reaction vessel, and exposed to lightning [15]. Similarly, uracil could be synthesized from CO, N2 and H2O by proton irradiation [17].

## **3.5. Adsorption of nucleic acid bases by clay minerals**

The adsorption of nucleic acid bases by montmorillonite has been widely investigated. Lawless et al. (1984) and Banin et al. (1984) reported that the adsorption of adenosine monophosphate (AMP) by montmorillonite, containing different exchangeable cations (Zn, Cu, Mn, Fe, Ca, Co, Ni), generally increased as solution pH decreased [33, 34]. In the case of Zn-montmorillonite, adsorption of 5'-AMP reached a maximum at pH ~7. The extent of adsorption was primarily influenced by the acid dissociation constant of the nucleic acid base. Winter and Zubay (1995) investigated the relative ability of montmorillonite and hydroxylapatite in adsorbing adenine and adenine-related compounds [35]. They found that montmorillonite adsorbed more adenine than the other compounds (adenosine, 5'-AMP, 5'- ADP, 5'-ATP), while hydroxylapatite preferred adenosine phosphate to adenine and adenosine. The extent of adsorption depended on solution pH, and might also be affected by the buffer used.

More recently, Hashizume et al. (2010) investigated the adsorption of adenine, cytosine, uracil, ribose, and phosphate by Mg-montmorillonite [36]. At comparable concentrations in the equilibrium solution, adsorption decreased in the order adenine > cytosine > uracil, while ribose was hardly adsorbed. Hashizume and Theng (2007) found that allophane had a greater affinity for 5'-AMP than for adenine, adenosine, or ribose [37]. Again, very little ribose was adsorbed. The strong adsorption of 5'-AMP accords with the high phosphateretention capacity of allophane [38].

The adsorption of nucleic acid bases to clay mineral surfaces has also been assessed by computer simulation. An *ab initio* study by Michalkova et al. (2011) suggests that uracil was adsorbed perpendicularly to the kaolinite surface [39]. With montmorillonite, on the other hand, nucleic acid bases tend to adsorb in a face-to-face orientation with respect to the basal siloxane plane [40].

#### **3.6. Sugar**

198 Clay Minerals in Nature – Their Characterization, Modification and Application

white circles indicate vacant Al sites [62].

chiral 'imprint'.

respectively.

formation [32].

**3.4. Nucleic acid bases** 

by proton irradiation [17].

**Figure 3.** Overlap of Al atoms in stacked layers of kaolinite. Black circles indicate occupied Al site, and

mirror

On the other hand, quartz crystals are intrinsically chiral and, as such, can show stereospecific effects. Bonner et al. (1974), for example, found that L-quartz preferred L-alanine to its D-enantiomer, while D-quartz adsorbed more D- than L-alanine. The difference in preference was about 1%. Interestingly, Siffert and Naidja (1992) reported that montmorillonite showed stereo-selectivity in the adsorption and deamination of aspartic and glutamic acids. Likewise, Hashizume et al. (2002) reported that an allophane from New Zealand, extracted from a volcanic ash soil, showed a clear preference for L-alanyl-Lalanine over its D-enantiomer [30]. They suggested that the size, intramolecular charge separation, and surface orientation of L-alanyl-L-alanine zwitterions combined to confer 'structural chirality' to the allophane-amino acid complex. Although the allophane sample was purified before use, the presence of trace amounts of organic matter might have left a

Nucleic acids contain two purine bases (adenine, guanine), and three pyrimidine bases (cytosine, uracil, thymine) (Figure 1). Uracil and thymine are found in RNA and DNA,

Adenine could be prebiotically synthesized from hydrogen cyanide, and cytosine from cyanoacetylene, while uracil could arise from cyanoacetylene via malic acid. Chittenden and Schwartz (1976) reported that the addition of montmorillonite increased the rate of adenine

No nucleic acid bases were found in the Miller experiment [6]. Adenine was formed, however, when a mixture of HCN and montmorillonite was added to the reaction vessel, and exposed to lightning [15]. Similarly, uracil could be synthesized from CO, N2 and H2O Sugars may be synthesized from formaldehyde through the Formose reaction. Clay and layered minerals (e.g., montmorillonite, brucite) can catalyze the self-condensation of formaldehyde. Further, the sugar oligomers formed are stabilized by adsorption to montmorillonite [41, 42].

## **4. Polymerization of bio-polymers**

## **4.1. Peptides**

Peptides are polymers of amino acids (Table 3; Figure 4). On the early earth, peptides may have formed at places where energy is produced, such as thermal vents on the sea floor. The primitive ocean may have contained small bio-molecules, including amino acids. As already mentioned, clay minerals would have played an important role in concentrating and polymerizing such molecules on their surfaces.

$$\begin{array}{cccc} \text{O} & \text{R}^{1} & \text{O} & \text{R}^{2} \\ \text{HO} \text{ - C} \text{ - C} \text{ - NH2} & + & \text{HO} \text{ - C} \text{ - C} \text{ - NH2} \\ & \text{H} & & \text{H} \\ & \text{O} & \text{R} \text{ :} & \text{O} & \text{R}^{2} \\ \text{H} \text{ - C} \text{ - C} \text{ - N} \text{ - C} \text{ - C} \text{ - NH2} & + & \text{H} \text{2O} \\ & \text{H} & \text{H} & \text{H} & \end{array}$$

Role of Clay Minerals in Chemical Evolution and the Origins of Life 201

Cycles Net heating Yields (nmol/mg clay)

11 33.7 2.27 0.45

No. period (days) Dimer Trimer Tetramer Pentamer Kaolinite

21 55.0 1.99 0.79 0.29 trace 27 67.4 2.25 1.01 0.33 trace 33 77.3 2.21 0.83 0.32 trace 27 67.4 0.97 0.38 0.10 trace 27 67.4 1.31 0.55 0.15 trace 27 67.4 3.50 1.58 0.60 trace

Bentonite

11 32.8 6.37 0.20 n.d. n.d. 21 55.0 7.99 0.60 n.d. n.d. 27 67.4 4.92 0.61 trace n.d. 27 67.4 2.92 0.20 n.d. n.d.

11 57.0 40.1 7.9 1.2 0.8

**Table 6.** Yields of glycine oligomers in the presence of kaolinite and bentonite, subjected to wetting and

One hypothesis concerning the origins of life involves the 'RNA world' in which RNA molecules acted as both enzyme-like catalysts and genetic materials [52]. The four nucleic acid bases in RNA have a complementary function. Thus. RNA would be able behave like DNA, although uracil (U) and ribose were used in RNA instead of thymine (T) and deoxyribose in DNA [53]. The molecule of RNA is composed of a nucleic acid base, ribose and phosphate. Combination of a nucleic acid base with 1'-ribose gives rise to a nucleoside, and the addition of phosphate at the 3'- and 5'- positions of ribose yields a nucleotide

27 67.4 12.7 1.90 trace n.d. 11 57.0 36.7 8.2 2.5

5 25.4 26.9 1.9 n.d.

1 10.6 11.9 trace n.d.

drying cycles [49]. n.d. = not detected

**4.2. Nucleotide polymers (RNA world)** 

(Figure 1). RNA is therefore a polynucleotide.

**Figure 4.** Polymerization of amino acids. Red indicates peptide bonding. R1 and R2 represent amino acid side chains (Table 3).

According to the thermal vent model, organic molecules sink to the sea floor around a thermal vent, and polymerize under conditions of high pressure and temperature [43]. The polymers formed would then move away from the thermal vent. Imai et al. (1997) have attempted to synthesize oligopeptides in a flow reactor, simulating a submarine hydrothermal system [44]. Details of the instrumentation have been given by Matsuno (1997) [45]. With glycine as the monomer, both di- and tri-glycine were formed. The effect of metal cations on amino acid oligomerization was also investigated but that of clay minerals has not been assessed.

The temperature of seawater on the early Earth is expected to be appreciably higher than that at present, a condition that would favor organic molecule polymerization. The thermal copolymerization of various amino acids (aspartic acid, glutamic acid, glycine, alanine, leucine) has been reported by Fox and Harada (1958). Indeed, they were able to synthesize a protenoid microsphere [46].

Plate tectonics would have been operative in the early Earth. When organic-rich sediments moved into a trench where the temperature and pressure are higher than at the surface, the water in the sediments would be depleted. As a result, the concentration of organic molecules would increase, promoting their polymerization [47]. The synthesis of glycine peptides with montmorillonite under trench-like hydrothermal conditions (5−100 MPa pressure; 150 C temperature) has been reported by Ohara et al. (2007) who obtained up to 10-mers of glycine [48].

Clay mineral particles on the beach undergo repeated drying and wetting, being dried at low tide, and wetted at high tide. This condition would favor polymerization of the clayassociated organic molecules. Using kaolinite and bentonite as the clay minerals, and glycine as the organic species, Lahav et al. (1978) obtained measurable amounts of glycine oligomers up to the 5-mer [49], as shown in Table 6. Ferris et al. (1996) obtained about 50 mers of glutamic acid [50] by incubating (activated) glutamic acid with illite.

In a "shock" experiment, simulating collision of meteorite and asteroids with Earth, by Blank et al. (2001) amino acids were polymerized into oligo-peptides (mostly dimers and trimmers) [51].


**Table 6.** Yields of glycine oligomers in the presence of kaolinite and bentonite, subjected to wetting and drying cycles [49]. n.d. = not detected

#### **4.2. Nucleotide polymers (RNA world)**

200 Clay Minerals in Nature – Their Characterization, Modification and Application

 HO - C - C - NH =

O R1


H

 HO - C - C - N - =

O R1


H

acid side chains (Table 3).

has not been assessed.

protenoid microsphere [46].

10-mers of glycine [48].

trimmers) [51].

**Figure 4.** Polymerization of amino acids. Red indicates peptide bonding. R1 and R2 represent amino


According to the thermal vent model, organic molecules sink to the sea floor around a thermal vent, and polymerize under conditions of high pressure and temperature [43]. The polymers formed would then move away from the thermal vent. Imai et al. (1997) have attempted to synthesize oligopeptides in a flow reactor, simulating a submarine hydrothermal system [44]. Details of the instrumentation have been given by Matsuno (1997) [45]. With glycine as the monomer, both di- and tri-glycine were formed. The effect of metal cations on amino acid oligomerization was also investigated but that of clay minerals

=

O R2

+ HO - C - C - NH =

2 2


H


H

C - C - NH + H O

2

2

O R2

The temperature of seawater on the early Earth is expected to be appreciably higher than that at present, a condition that would favor organic molecule polymerization. The thermal copolymerization of various amino acids (aspartic acid, glutamic acid, glycine, alanine, leucine) has been reported by Fox and Harada (1958). Indeed, they were able to synthesize a

Plate tectonics would have been operative in the early Earth. When organic-rich sediments moved into a trench where the temperature and pressure are higher than at the surface, the water in the sediments would be depleted. As a result, the concentration of organic molecules would increase, promoting their polymerization [47]. The synthesis of glycine peptides with montmorillonite under trench-like hydrothermal conditions (5−100 MPa pressure; 150 C temperature) has been reported by Ohara et al. (2007) who obtained up to

Clay mineral particles on the beach undergo repeated drying and wetting, being dried at low tide, and wetted at high tide. This condition would favor polymerization of the clayassociated organic molecules. Using kaolinite and bentonite as the clay minerals, and glycine as the organic species, Lahav et al. (1978) obtained measurable amounts of glycine oligomers up to the 5-mer [49], as shown in Table 6. Ferris et al. (1996) obtained about 50-

In a "shock" experiment, simulating collision of meteorite and asteroids with Earth, by Blank et al. (2001) amino acids were polymerized into oligo-peptides (mostly dimers and

mers of glutamic acid [50] by incubating (activated) glutamic acid with illite.

One hypothesis concerning the origins of life involves the 'RNA world' in which RNA molecules acted as both enzyme-like catalysts and genetic materials [52]. The four nucleic acid bases in RNA have a complementary function. Thus. RNA would be able behave like DNA, although uracil (U) and ribose were used in RNA instead of thymine (T) and deoxyribose in DNA [53]. The molecule of RNA is composed of a nucleic acid base, ribose and phosphate. Combination of a nucleic acid base with 1'-ribose gives rise to a nucleoside, and the addition of phosphate at the 3'- and 5'- positions of ribose yields a nucleotide (Figure 1). RNA is therefore a polynucleotide.

The clay-catalyzed synthesis of polynucleotides has been investigated by Ferris and coworkers. Using the 5-phosphorimidazolide of adenine (ImpA) as the activated RNA monomer, Ferris and Ertem (1993) were able to obtain oligomers containing 6−14 monomer units in the presence of montmorillonite [54]. The formation of RNA oligomers, however, is but the first step towards preparing RNA with more than 40 monomers that are theoretically required for the initiation of the RNA world. Long-chain (elongated) RNA can be obtained using the "feeding" procedure; that is, by daily addition of ImpA to the decanucleotide (10-mer primer) adsorbed to Na-montmorillonite. Polynucleotides containing more than 50-mers are formed after 14 feedings although the principal products contain 20–40 monomer units [55]. Using activated adenosine-, uridine-, guanosine- or cytosine-5'-phospho-1-methyladenine, Joshi et al. (2009) obtained the corresponding 40 to 50-mers [56].

Role of Clay Minerals in Chemical Evolution and the Origins of Life 203

Water

Water

**Figure 6.** Schematic figure of the room (green) to function like the cell. Clay mineral layers were

Deposition Drying

Clay mineral

dispersed in water and then dry water but small rooms play the role like the cell [4].

**Figure 7.** Schematic figure of a bubble shape sheet clay mineral micelle [57].

Unlike surfactants, lipids are difficult to synthesize. Surfactants may transform into lipids. Apatite has been reported to be capable of catalyzing the formation of a proto-lipid [58].

Dry

Bublle Clay mineral

## **5. Cell origin**

Lipids make up part of the living cell (Table 4). In water lipids form a micelle structure where that the outer hydrophilic part is in contact with water, and the hydrophobic part is turned inside (Figure 5). The cell wall has a trans-membrane protein through which nutrients enter the cell.

**Figure 5.** Micelle structure. Hydrophilic group: phospate group, choline group, phosphocholine group etc. Hydrophobic group: stearate, oleate, linoleiate etc.

Clay minerals might function as a primordial cell [4]. When clay minerals are deposited on the ocean floor (or dried), the particles form a pile, enclosing small spaces (Figure 6). It is conceivable that the small spaces behave like cells. Further, when clay minerals are dispersed in water, bubbles form in water or the surface of water, while the clay particles gather at the boundary between water and air, as shown in Figure 7 [57]. In such a case, clay minerals make a cell-like spherule.

Role of Clay Minerals in Chemical Evolution and the Origins of Life 203

202 Clay Minerals in Nature – Their Characterization, Modification and Application

50-mers [56].

**5. Cell origin** 

nutrients enter the cell.

The clay-catalyzed synthesis of polynucleotides has been investigated by Ferris and coworkers. Using the 5-phosphorimidazolide of adenine (ImpA) as the activated RNA monomer, Ferris and Ertem (1993) were able to obtain oligomers containing 6−14 monomer units in the presence of montmorillonite [54]. The formation of RNA oligomers, however, is but the first step towards preparing RNA with more than 40 monomers that are theoretically required for the initiation of the RNA world. Long-chain (elongated) RNA can be obtained using the "feeding" procedure; that is, by daily addition of ImpA to the decanucleotide (10-mer primer) adsorbed to Na-montmorillonite. Polynucleotides containing more than 50-mers are formed after 14 feedings although the principal products contain 20–40 monomer units [55]. Using activated adenosine-, uridine-, guanosine- or cytosine-5'-phospho-1-methyladenine, Joshi et al. (2009) obtained the corresponding 40 to

Lipids make up part of the living cell (Table 4). In water lipids form a micelle structure where that the outer hydrophilic part is in contact with water, and the hydrophobic part is turned inside (Figure 5). The cell wall has a trans-membrane protein through which

**Figure 5.** Micelle structure. Hydrophilic group: phospate group, choline group, phosphocholine group

Hydrophobic group

Hydrophilic group

Clay minerals might function as a primordial cell [4]. When clay minerals are deposited on the ocean floor (or dried), the particles form a pile, enclosing small spaces (Figure 6). It is conceivable that the small spaces behave like cells. Further, when clay minerals are dispersed in water, bubbles form in water or the surface of water, while the clay particles gather at the boundary between water and air, as shown in Figure 7 [57]. In such a case, clay

etc. Hydrophobic group: stearate, oleate, linoleiate etc.

minerals make a cell-like spherule.

**Figure 6.** Schematic figure of the room (green) to function like the cell. Clay mineral layers were dispersed in water and then dry water but small rooms play the role like the cell [4].

**Figure 7.** Schematic figure of a bubble shape sheet clay mineral micelle [57].

Unlike surfactants, lipids are difficult to synthesize. Surfactants may transform into lipids. Apatite has been reported to be capable of catalyzing the formation of a proto-lipid [58].

## **6. Conclusions**

This article describes the role of clay minerals in chemical evolution although various other materials in the early Earth would have participated in the formation of life-like structures. Most experiments related to the origins of life on Earth use specific clay minerals, such as montmorillonite and kaolinite. Volcanic rocks from the magma ocean would be enriched in Mg2+ ions. On this basis, we have investigated the interactions of Mg-rich clay minerals (e.g., talc, serpentine) with organic molecules, including bio-organic compounds. It is further suggested that the atmosphere of the early Earth contained little oxygen. This condition would be conducive to the formation of Fe2+-rich clay minerals which, therefore, might have played an important part in the synthesis of simple bioorganic molecules.

Role of Clay Minerals in Chemical Evolution and the Origins of Life 205

[7] Taylor S. R, Norman M. D (1990) Accretion of Differentiated Planetesimals to the Earth. in Newsom H. E, Jones J. R, editors, Origin of the Earth. New York: Oxford University

[8] Davies G. F (1990) Heat and Mass Transport in the Early Earth. in Newsom H. E, Jones J. R, editors, Origin of the Earth. New York: Oxford University Press, pp. 175−194. [9] Levine J. S, Augustsson T.R, Natarajan M (1982) The Prebiological Paleoatmosphere:

[10] Owen T (2008) The contributions of Comets to Planets, Atmospheres, and Life: Insights from Cassini-Huygens, Galileo, Gitto, and Inner Planet Missins. Space Sci. Rev. 138:

[11] Chyba C, Sagan C (1992) Endogenous Production, Exogenous Delivery and Impact-Shock Synthesis of Organic Molecules: an Inventory for the Origins of Life. Nature 355:

[12] Bristow T. F, Milliken R.E (2011) Terrestrial Perspective on Authigenic Clay Mineral

[13] Shimoyama A, Blair N, Ponnamperuma C (1978) Synthesis of Amino Acids under Primitive Earth Conditions in the Presence of Clay. In Noda N. H editor, Origin of Life.

[14] Miller S. L (1953) A Production of Amino Acids under Possible Primitive Earth

[15] Yuasa S (1989) Polymerization of Hydrogen Cyanide and Production of Amino Acids and Nucleic Acid Bases in the Presence of Clay Minerals –In Relation to Clay and the

[16] Marshall W. L (1994) Hydrothermal synthesis of amino acids. Geochim. Cosmochim.

[17] Kobayashi K, Tsuchiya M, Oshima T, Yanagawa H (1990) Abiotic Synthesis of Amino Acids and Imidazole by Proton Irradiation of Similated Primitive Earth Atmospheres.

[18] Sandford S. A, Pendleton Y. J, Allamandola L. J (1995) The Galactic Distribution of Aliphatic Hydrocarbons in the Diffuse Interstellar Medium. Astrophys. J. 440: 697−705. [19] Greenland D. J, Laby R. H, Quirk J. P (1962) Adsorption of Glycine and Its Di-, Tri-, and

[20] Greenland D. J, Laby R. H, Quirk J. P (1965) Adsorption of Amino-Acids and Peptides

[21] Hedges J. I, Hare P. E (1987) Amino Acid Adsorption by Clay Minerals in Distilled

[22] Dashman T, Stotzky G, (1984) Adsorption and Binding of Peptides on Homoionic

[23] Dashman T, Stotzky G (1982) Adsorption and Binding of Amino Acids on Homoionic

[24] Hashizume H (2007) Adsorption of Some Amino Acids by Chrysotile. Viva Origino 35:

Tetra-Peptides by Montmorillonite. Trans. Farad. Soc. 58: 829−841.

by Montmorillinite and Illite. Trans. Farad. Soc. 61: 2024−2035.

Montmorillonite and Kaolinite. Soil Biol. Biochem. 16: 51−55.

Montmorillonite and Kaolinite. Soil Biol. Biochem. 14: 447−456.

Water. Geochim. Cosmochim. Acta 51: 255−259.

Production in Ancient Martian Lakes. Clays Clay Miner. 59: 339−358.

Stability and Composition. Origin Life 12: 245−259.

Tokyo: Center for Academic Publisher, pp. 95−99.

Origin of Life. Nendo Kagaku 29: 89−96 (in Japanese).

Conditions. Science 117: 528−529.

Acta 58: 2099−2106.

Origin Life 20: 99−109.

60−65.

Press, pp. 29−43.

301-316.

125−132.

Besides being able to concentrate organic molecules, clay minerals can also control the surface arrangement of adsorbed nucleic acid bases or amino acids. By using a mixture of different clay mineral species, it may be possible to select a given bio-molecule over another for adsorption and polymerization. Although there is an element of trial and error in investigating the role of clay minerals in chemical evolution and the origins of life, we may yet be surprised by the outcome.

## **Author details**

Hideo Hashizume *National Institute for Materials Science, Tsukuba, Japan* 

## **Acknowledgement**

We thank the editor Dr. M. Valaskova and the co-editor Dr. G. S. Martynkova for a chance to write this review. We also thank Dr. B. K. G. Theng (Landcare Research, New Zealand) for useful discussions and polishing English.

## **7. References**


[7] Taylor S. R, Norman M. D (1990) Accretion of Differentiated Planetesimals to the Earth. in Newsom H. E, Jones J. R, editors, Origin of the Earth. New York: Oxford University Press, pp. 29−43.

204 Clay Minerals in Nature – Their Characterization, Modification and Application

This article describes the role of clay minerals in chemical evolution although various other materials in the early Earth would have participated in the formation of life-like structures. Most experiments related to the origins of life on Earth use specific clay minerals, such as montmorillonite and kaolinite. Volcanic rocks from the magma ocean would be enriched in Mg2+ ions. On this basis, we have investigated the interactions of Mg-rich clay minerals (e.g., talc, serpentine) with organic molecules, including bio-organic compounds. It is further suggested that the atmosphere of the early Earth contained little oxygen. This condition would be conducive to the formation of Fe2+-rich clay minerals which, therefore, might have played an important part in the synthesis of simple bio-

Besides being able to concentrate organic molecules, clay minerals can also control the surface arrangement of adsorbed nucleic acid bases or amino acids. By using a mixture of different clay mineral species, it may be possible to select a given bio-molecule over another for adsorption and polymerization. Although there is an element of trial and error in investigating the role of clay minerals in chemical evolution and the origins of life, we may

We thank the editor Dr. M. Valaskova and the co-editor Dr. G. S. Martynkova for a chance to write this review. We also thank Dr. B. K. G. Theng (Landcare Research, New Zealand) for

[1] Oparin A. I (1938) The Origin of Life. New York: MacMillan. (Orginal: (1924)

[3] Bernal J. D (1951) The Physical Basis of Life. London: Routledge and Kegan Paul. 364p. [4] Cains-Smith A. G (1982) Genetic Takeover. Cambridge: Cambridge University Press.

[5] Urey H. C (1952) On the Early Chemical History of the Earth and the Origin of Life.

[6] Miller S. L, Urey H.C (1959) Organic Compound Synthesis on the Primitive Earth.

Proiskhozhdenie zhizny. Moscow: Izd. Moskovski Rabochii.

[2] Haldane J. B. S (1929) The Origin of Life. The Rationalist Annual 148: 3−10.

**6. Conclusions** 

organic molecules.

**Author details** 

Hideo Hashizume

**7. References** 

133p.

**Acknowledgement** 

yet be surprised by the outcome.

*National Institute for Materials Science, Tsukuba, Japan* 

useful discussions and polishing English.

Proc. Nat. Acad. Sci. USA 38: 351−363.

Science 130: 245−251.

	- [25] Hashizume H, Theng B. K. G (1999) Adsorption of DL-Alanine by Allophane: Effect of pH and Unit Particle Aggregation. Clay Minerals 34: 233−238.

Role of Clay Minerals in Chemical Evolution and the Origins of Life 207

[42] Saladino R, Neri V, Crestini C (2010) Role of Clays in the Prebiotic Synthesis of Sugar

[43] Mulkidjanian A. Y, Bychkov A. Y, Dibrova D. V, Galperin M. Y, Koonin E. V (2012) Origin of First Cells at Terrestrial, Anoxic Geothermal Fields. PNAS:

[45] Matsuno K (1997) A Design Principle of a Flow Reactor Simulating Prebiotic Evolution.

[46] Fox S. W, Harada K (1958) Thermal Copolymerization of Amino Acids to a Product

[47] Nakazawa H, Yamada H, Hashizume H (1993) Origin of Life in the Earth's Crust, a Hypothesis: Probable Chemical Evolution Synchronized with the Plate Tectonics of the

[48] Ohara S, Kakegawa T, Nakazawa H (2007) Pressure Effects on the Abiotic

[49] Lahav N, White D, Chang S (1978) Peptide Formation in the Prebiotic Era: Thermal Condensation of Glycine in Fluctuating Clay Environments. Science 201: 67−69. [50] Ferris J. P, Hill Jr. A. R, Liu R, Orgel L. E (1996) Synthesis of Long Prebiotic Oligomers

[51] Blank J. G, Miller G. H, Ahrens M. J, Winans R. E (2001) Experimental Shock Chemistry of Aqueous Amino Acid Solution and the Cometary Delivery of Prebiotic Compounds.

[52] Cech T. R (1986) A Model for the RNA-Catalyzed Replication of RNA. Proc. Nat. Acad.

[54] Ferris J. P, Ertem G (1993) Montmorillonite Catalysis of RNA Oligomer Formation in Aqueous Solution. A Model for the Prebiotic Formation of RNA. J. Am. Chem. Soc. 115:

[55] Ferris, J. P, Hill Jr. A. R, Liu R, Orgel L. E (1996). Synthesis of Long Prebiotic Oligomers

[56] Joshi P. C, Aldersley M. F, Delano J. W, Ferris J. P (2009) Mechanism of Montmorillonite Catalysis in the Formation of RNA Oligomers. J. Am. Chem. Soc. 131: 13369−13374. [57] Subramanian A. B, Wan J, Gopinath A, Stone H. A (2011) Semi-Permeable Vesicles

[58] Ourisson G, Nakatani Y (1998) Molecular Evolution and Origin of Biomembranes.

[60] National Atronomical Observatory (2000) Rika Nenpyo (Chronological Scientific Table

[59] Henderson P (1982) Inorganic Geochemistry. Oxford: Pergamon Press, 353p.

Early Earth. Viva Origino 21: 213−222 (In Japanese with English abstract).

Polymerization of Glycine. Origin Life Evol. Biosphere 37: 215−223.

http://www.pnas.org/cgi/doi/10.1073/pnas.1117774109. Accessed 2012 Jan 20. [44] Imai E. - I, Honda H, Hatori K, Matsuno K (1997) Autocatalytic Oligopeptide Synthesis in a Flow Reactor Simulating Submarine Hydrothermal Vents. Viva Origino 25:

Derivatives from Formamide. Philos. Mag. 90: 2329−2337.

291−295.

Viva Origino 25: 191-204.

Resembling Protein. Science 128: 1214.

on Mineral Surfaces. Nature 381: 59−61.

Origin Life Evol. Biosphere 31: 15−51.

on Mineral Surfaces. Nature 381: 59–61.

2000) Tokyo:Maruzen Co. Ltd. p. 167.

[53] Gilbert W (1986) The RNA World. Nature 319: 618.

Composed of Natural Clay. Soft Matter 7: 2600−2612.

Protein Nucleic Acid Enzyme 43: 1953−1962 (in Japanese).

Sci. USA 83: 4360−4363.

12270−12275.


by Quartz. Science 186: 143−144.

Phys. Chem. Chem. Phys. 13: 825−830.

61−81.

413−419.

113: 13741−13749.

216: 453−455.

by Photodehydrogenation. Nature 263: 350−351.

I. Selected Homoionic Clays. Origin Life 15: 77−87.

Adsorption to Allophane. Clays Clay Miner. 55: 599−605.

Cation and Water. Phys.Chem. Chem. Phys. 13: 7862−7881.

Allophane, Halloysite, and Imogolite. Clays Clay Miner. 30: 143−149.

pH and Unit Particle Aggregation. Clay Minerals 34: 233−238.

Acid Entantiomers by Na-Montmorillonite. Origin Life 11: 173−184.

Deamination of Some Amino Acids. Clay Minerals 27: 109−118.

[25] Hashizume H, Theng B. K. G (1999) Adsorption of DL-Alanine by Allophane: Effect of

[26] Hashizume H, Theng B. K. G (1998) Adsorption of L-Alanine Monomer, Dimer, Tetramer, Pentamer by Some Allophanes In: Arehart G.B. Hulston J.R editors, Proc. 9th Intern. Symposium Water-Rock Interaction Rotterdam: A.A. Balkema. pp.105-107 [27] Friebele E, Shimoyama A, Hare P. E, Ponnamperuma C (1981) Adsorption of Amino

[28] Bonner W. A, Kavasmaneck P. R, Martin F. S (1974) Asymmetric Adsorption of Alanine

[29] Siffert B, Naidja A (1992) Stereoselectivity of Montmorillonite in the Adsorption and

[30] Hashizume H, Theng B. K. G, Yamagishi A (2002) Adsorption and Discrimination of Alanine and Alanyl-Alanine Enantiomers by Allophane. Clay Minerals 37: 551−557. [31] Fraser D. G, Greenwell H. C, Skipper N. T, Smalley M. V, Wilkinson M. A, Demè B, Heenan R. K (2011) Chiral Interactions of Histidine in a Hydrated Vermiculite Clay.

[32] Chittenden G. J. F, Schwartz A.W (1976) Possible Pathway of Prebiotic Uracil Synthesis

[33] Lawless J. G, Banin A, Church F. M, Mazzurco J, Huff R, Kao J, Cook A, Lowe T, Orenberg J. B (1985) pH Profile of the Adsorption of Nucleotides onto Montmorillonite

[34] Banin A, Lawless J. G, Mazzurco J, Church F. M, Margulies L, Orenberg J. B (1985) pH Profile of the Adsorption of Nucleotides onto Montmorillonite II Adsorption and Desorption of 5'-AMP in Iron-Calcium Montmorillonite System. Origin Life 15: 89−101. [35] Winter D, Zubay G (1995) Binding of Adenine and Adenine-Related Compounds to the Clay Montmorillonite and the Mineral Hydroxylapatite. Origin Life Evol. Biosphere 25:

[36] Hashizume H, van der Gaast S, Theng B. K. G (2010) Adsorption of Adenine, Cytosine, Uracil, Ribose, and Phosphate by Mg-exchanged Montmorillonite. Clay Minerals 45:

[37] Hashizume H, Theng B. K. G (2007) Adenine, Adenosine, Ribose and 5'-AMP

[38] Theng B. K. G, Russell M, Churchman G. J, Parfitt R. L (1982) Surface Properties of

[39] Michalkova A, Robinson T. L, Leszezynski J (2011) Adsorption of Thymine and Uracil on 1:1 Clay Mineral Surfaces: Comprehensive Ab Initio Study on Influence of Sodium

[40] Mignon P, Ugliengo P, Sodupe M (2009) Theoretical Study of the Adsorption of RNA/DNA Bases on the External Surfaces of Na+-Montmorillonite. J. Phys. Chem. C

[41] Gabel N. W, Ponnamperuma C (1967) Model for Origin of Monosaccharides. Nature

	- [61] Vote D, Vote J. G (1990) Biochemistry New York: John Wiley & Sons. (Translated into Japanese by Tamiya N, Muramatsu M, Yagi T, Yoshida H (1992) Vote Seikagaku (Jo), Tokyo: Tokyo Kagaku Dojin, 546p.

**Chapter 11** 

© 2012 Valášková and Martynková, licensee InTech. This is an open access chapter distributed under the terms of the Creative Commons Attribution License (http://creativecommons.org/licenses/by/3.0), which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is

distribution, and reproduction in any medium, provided the original work is properly cited.

© 2012 Valášková and Martynková, licensee InTech. This is a paper distributed under the terms of the Creative Commons Attribution License (http://creativecommons.org/licenses/by/3.0), which permits unrestricted use,

properly cited.

sheet´ is composed of the edge-sharing octahedra.

**Vermiculite:** 

http://dx.doi.org/10.5772/51237

**1. Introduction** 

interchangeably [2,3].

layers.

a plane of basal oxygen atoms).

**Structural Properties and Examples of the Use** 

The effort to clarify the meanings of the terms 'clay', 'clays', and 'clay minerals' was the subject of the joint nomenclature committees (JNCs) of the Association Internationale pour l'Etude des Argiles (AIPEA) and the Clay Minerals Society (CMS). The JNCs have proposed the term a class of hydrated phyllosilicates forming the fine-grained fraction of rocks, sediments, and soils and have defined 'clay' as ''a naturally occurring material composed primarily of fine-grained minerals, which is generally plastic at appropriate water contents and will harden when dried or fired'' [1]. According to this definition synthetic clays and clay-like materials are not regarded as clay even though they may be fine grained, and

For phyllosilicates, the terms ''planes'', ''sheet'' and ''layer'' refer to specific parts of the structure, with atomic arrangements that increase in thickness and they cannot be used

A '*plane*' can occur consisting of one or more types of atoms (e.g. a plane of Si and Al atoms,

A '*tetrahedral sheet*' is composed of continuous corner-sharing tetrahedra like ´octahedral

*Interlayer material'* separates the layers and generally may consist of cations, hydrated cations, organic materials, and/or hydroxide octahedral sheets. In certain cases (e.g. talc, pyrophyllite) there is no interlayer material, and thus an empty interlayer separates the

display the attributes of plasticity and hardening on drying and firing.

A '*layer*' contains one or more tetrahedral sheets and an octahedral sheet.

Marta Valášková and Gražyna Simha Martynková

Additional information is available at the end of the chapter

[62] The Clay Science Society of Japan (2009) Handbook of Clays and Clay Minerals, 3rd edition. Tokyo:Gihodo. pp. 28−35 (in Japanese).
