Stress-strain response of the LEAP-2015 centrifuge tests and numerical predictions

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Authors
Zeghal, M
Goswami, N
Kutter, BL
Manzari, MT
Abdoun, T
Arduino, P
Armstrong, R
Publication Date
2018-10-01
Journal Title
Soil Dynamics and Earthquake Engineering
ISSN
0267-7261
Volume
113
Pages
804-818
Type
Article
This Version
AM
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Citation
Zeghal, M., Goswami, N., Kutter, B., Manzari, M., Abdoun, T., Arduino, P., Armstrong, R., et al. (2018). Stress-strain response of the LEAP-2015 centrifuge tests and numerical predictions. Soil Dynamics and Earthquake Engineering, 113 804-818. https://doi.org/10.1016/j.soildyn.2017.10.014
Abstract
© 2017. The Liquefaction Experiments and Analysis Projects (LEAP) is an international effort to produce a set of high quality test data and to then use it in a validation exercise of existing computational models and simulation procedures for soil liquefaction analysis. A validation effort (LEAP-GWU 2015) was undertaken using a benchmark centrifuge model of a sloping deposit tested in a rigid-wall container. This article presents and discusses the shear stress-strain responses and effective stress paths of the LEAP-GW 2015 centrifuge tests and numerical predictions (including an assessment of the effects of the rigid boundaries).
Identifiers
External DOI: https://doi.org/10.1016/j.soildyn.2017.10.014
This record's URL: https://www.repository.cam.ac.uk/handle/1810/278252

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Attribution-NonCommercial-NoDerivatives 4.0 International
Licence URL: http://creativecommons.org/licenses/by-nc-nd/4.0/


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Attribution-NonCommercial-NoDerivatives 4.0 International
Except where otherwise noted, this item's licence is described as Attribution-NonCommercial-NoDerivatives 4.0 International