Role of initial static shear on the cyclic response of saturated backfill retained by a sheet-pile wall: Insights from the strain space multiple mechanism model-Reference-Cited by-同舟云学术

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Role of initial static shear on the cyclic response of saturated backfill retained by a sheet-pile wall: Insights from the strain space multiple mechanism model

Published:2024-04 Issue: Volume:179 Page:108542
ISSN:0267-7261
Container-title:Soil Dynamics and Earthquake Engineering
language:en
Short-container-title:Soil Dynamics and Earthquake Engineering

Author:

Sahare Anurag^ORCID,Choi GyuChan,Ueda Kyohei^ORCID

Publisher

Elsevier BV

Reference37 articles.

1. Numerical analysis of LEAP centrifuge tests on sloping liquefiable ground: influence of dilatancy and post-liquefaction shear deformation;He;Soil Dynam Earthq Eng,2020

2. Numerical simulations of LEAP centrifuge tests for seismic response of liquefiable sloping ground;Qiu;Soil Dynam Earthq Eng,2020

3. Remarks on numerical simulation of the LEAP-Asia-2019 centrifuge tests;Chan;Soil Dynam Earthq Eng,2021

4. A modified pressure dependent multi-yield surface model for simulation of LEAP-Asia-2019 centrifuge experiments;Elbadawy;Soil Dynam Earthq Eng,2022

5. Numerical study on the effect of rotation radius of geotechnical centrifuge on the dynamic behavior of liquefiable sloping ground;Sahare;Soil Dynam Earthq Eng,2020

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