Imperial College London
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Dr David M. G. Taborda

Faculty of Engineering, Department of Civil and Environmental Engineering

Reader in Geomechanical Modelling
 
 
 
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Contact

 

+44 (0)20 7594 6033d.taborda Website

 
 
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Assistant

 

Ms Sue Feller +44 (0)20 7594 6077

 
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Location

 

432Skempton BuildingSouth Kensington Campus

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Summary

 

Publications

Citation

BibTex format

@inproceedings{Moller:2020,
author = {Moller, JK and Kontoe, S and Taborda, D and Potts, D},
title = {Maximum depth of liquefaction based on fully-coupled time domain site response analysis},
url = {http://www.dfi.org/publications.asp?cl=1069},
year = {2020}
}
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RIS format (EndNote, RefMan)

TY  - CPAPER
AB  - Soil susceptibility to liquefaction is most commonly assessed in engineering practice using empirical correlations of in-situ tests with observed surface manifestations of liquefaction in case histories. This simplified design method further incorporates a correction factor for varying overburden pressure, derived from laboratory data, and provides expressions for earthquake induced shear stresses based on simplified one-dimensional equivalent linear site response analysis. The resulting factor of safety against liquefaction is only valid for the depths represented in the laboratory test data, case history data and the site response analyses, i.e. a maximum depth of 20 m. In order to evaluate the susceptibility of soils at larger depths, one-dimensional time-domain site response analyses are carried out, showing the extent of the liquefied zone for sand deposits of different depths. This study evaluates the performance of a bounding surface plasticity model in comparison with a nonlinear elastic cyclic model regarding the amplification and damping of certain frequency contents of shear waves propagating through deep soil deposits. These findings are of particular relevance for applications in offshore geotechnical engineering, where liquefaction in large depths can have severe effects on the load-carrying capacity of deep pile foundations.
AU  - Moller,JK
AU  - Kontoe,S
AU  - Taborda,D
AU  - Potts,D
PY  - 2020///
TI  - Maximum depth of liquefaction based on fully-coupled time domain site response analysis
UR  - http://www.dfi.org/publications.asp?cl=1069
ER  -
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