Author details

Pavel Krivenko\*, Oleh Petropavlovskyi, Oleksandr Kovalchuk and Oleksandr Gelevera Scientific Research Institute for Binders and Materials, Kyiv National University of Construction and Architecture, Kyiv, Ukraine

References

Ermittelbar; 2006

30(3):339-344

1991;11–13:64-70

j.cemconres.2017.11.006

cemconres.2011.10.004

25

[8] Lindgård J, Andiç-Çakir Ö, Fernandes I, Rønning TF,

Thomas MDA. Alkali-silica reactions (ASR): Literature review on parameters influencing laboratory performance testing. Cement and Concrete Research. 2012;42:223-243. DOI: 10.1016/j.

[9] Fournier B, Bérubé M-A. Alkaliaggregate reaction in concrete: A review of basic concepts and engineering implications. Canadian Journal of Civil

Verlag; 2001

[4] Ramlochan T, Thomas M,

[1] Stark J, Wicht B. Alkali-Kieselsäure-Reaktion. Weimar: Verlag; 2008

DOI: http://dx.doi.org/10.5772/intechopen.90929

Engineering. 2000;27:167-191. DOI:

[10] Gifford PM, Gillott JE. Alkali-silica reaction (ASR) and alkali-carbonate reaction (ACR) in activated blast furnace slag cement (ABFSC) concrete. Cement and Concrete Research. 1996;

[11] Pignatelli R, Comi C, Monteiro PJM. A coupled mechanical and chemical damage model for concrete affected by alkali-silica reaction. Cement and Concrete Research. 2013;53:196-210. DOI: 10.1016/j.cemconres.2013.06.011

[12] Poyet S, Sellier A, Capra B, Foray G, Torrenti JM, Cognon H, et al. Chemical modelling of alkali silica reaction: Influence of the reactive aggregate size distribution. Materials and Structures. 2007;40:229-239. DOI: 10.1617/

[13] Dunant CF, Scrivener KL. Micromechanical modelling of alkalisilica-reaction-induced degradation using the AMIE framework. Cement and Concrete Research. 2010;40: 517-525. DOI: 10.1016/j.cemconres.

[14] Esposito R, Hendriks MAN. Literature review of modelling

2017;8189:1-21. DOI: 10.1080/ 19648189.2017.1347068

approaches for ASR in concrete: A new perspective. European Journal of Environmental and Civil Engineering.

[15] Multon S, Sellier A, Cyr M. Chemomechanical modeling for prediction of alkali silica reaction (ASR) expansion. Cement and Concrete Research. 2009; 39:490-500. DOI: 10.1016/j.cemconres.

[16] Li K, Coussy O. Concrete ASR degradation: From material modeling to

10.1139/l99-072

The Influence of Interfacial Transition Zone on Strength of Alkali-Activated Concrete

26:21-26

s11527-006-9139-3

2009.07.024

2009.03.007

[3] Schäfer E. Einfluss der reaktionen verschiedener zementhauptbestandteile auf den alkalihaushalt der porenlösung des zementsteins [Diss]. Verlag Nicht

Gruber KA. The effect of metakaolin on alkali–silica reaction in concrete. Cement and Concrete Research. 2000;

[5] Krivenko PV. Structure-forming processes in the interfacial transition zone "alkali activated slag cement– aggregate". Tsement, Leningrad, USSR;

[6] Stark J, Wicht B. Dauerhaftigkeit von Beton. Basel, Switzerland: Birkhauser

[7] Visser JHM. Fundamentals of alkalisilica gel formation and swelling: Condensation under influence of dissolved salts. Cement and Concrete Research. 2018;105:18-30. DOI: 10.1016/

[2] Krivenko PV. Peculiarity of formation of the contact zone (slag alkaline cement mineral wool). In: Second International Symposium on Cement and Concrete Technology; Istanbul, Turkey; 2000. pp. 553-559

\*Address all correspondence to: pavlo.kryvenko@gmail.com

© 2020 The Author(s). Licensee IntechOpen. This chapter is 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 Influence of Interfacial Transition Zone on Strength of Alkali-Activated Concrete DOI: http://dx.doi.org/10.5772/intechopen.90929
