**5. Summary**

Procedures for identifying pile failure mechanisms due to liquefaction have been developed by reviewing of case histories data, experimental and numerical techniques. Examination of dynamic behaviour of pile foundations in seismically liquefiable soils led to the following practical recommendations:


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**Author details**

Rohollah Rostami1

Glasgow, UK

and Subhamoy Bhattacharya<sup>2</sup>

2 University of Surrey, Guildford, UK

provided the original work is properly cited.

\*, Slobodan B. Mickovski1

\*Address all correspondence to: rohollah.rostami@gcu.ac.uk

1 Built Environment Asset Management Centre, Glasgow Caledonian University,

© 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,

, Nicholas Hytiris1

*The Dynamic Behaviour of Pile Foundations in Seismically Liquefiable Soils: Failure…*

• Various remediation techniques are available to mitigate the pile foundations on deposits of liquefiable sand. Nevertheless, despite being convenient for this purpose, it should be noted that considering one or more methods combined can provide economical solutions for liquefaction remediation problems. It would be rational to consider the remediation methods that have been implemented at many sites or tested/modelled by few large-scale earthquakes, which performed well. The above reasoning recommends using a combination

*DOI: http://dx.doi.org/10.5772/intechopen.94936*

of solidification methods.

*The Dynamic Behaviour of Pile Foundations in Seismically Liquefiable Soils: Failure… DOI: http://dx.doi.org/10.5772/intechopen.94936*

• Various remediation techniques are available to mitigate the pile foundations on deposits of liquefiable sand. Nevertheless, despite being convenient for this purpose, it should be noted that considering one or more methods combined can provide economical solutions for liquefaction remediation problems. It would be rational to consider the remediation methods that have been implemented at many sites or tested/modelled by few large-scale earthquakes, which performed well. The above reasoning recommends using a combination of solidification methods.
