CUED Publications database

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

Zeghal, M and Goswami, N and Kutter, BL and Manzari, MT and Abdoun, T and Arduino, P and Armstrong, R and Beaty, M and Chen, YM and Ghofrani, A and Haigh, S and Hung, WY and Iai, S and Kokkali, P and Lee, CJ and Madabhushi, G and Tobita, T and Ueda, K and Zhou, YG and Ziotopoulou, K (2017) Stress-strain response of the LEAP-2015 centrifuge tests and numerical predictions. Soil Dynamics and Earthquake Engineering. ISSN 0267-7261

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© 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).

Item Type: Article
Divisions: Div D > Geotechnical and Environmental
Depositing User: Unnamed user with email
Date Deposited: 23 Jan 2018 01:42
Last Modified: 09 Sep 2021 02:39
DOI: 10.1016/j.soildyn.2017.10.014