A fully coupled flow deformation model for seismic site response analyses of liquefiable marine sediments

Author:

Zhao Kai,Wang Qiuzhe,Zhuang Haiyang,Li ZhaoyanORCID,Chen Guoxing

Publisher

Elsevier BV

Subject

Ocean Engineering,Environmental Engineering

Reference31 articles.

1. Ground response at liquefied sites: seismic isolation or amplification?;Bouckovalas;Soil Dynam. Earthq. Eng.,2016

2. D5.4 Guidelines for Interaction between Seabed and Support Structure. Deliverable 5.4 of the MERMAID Project;Brennan,2015

3. A new effective stress method for nonlinear site response analyses[J];Chen;Earthq. Eng. Struct. Dynam.,2021

4. Undrained anisotropy and cyclic resistance of saturated silt subjected to various patterns of principal stress rotation;Chen;Geotechnique,2020

5. Investigation of excess pore water pressure generation in cyclic undrained testing;Chen;J. Geotech. Geoenviron. Eng., ASCE,2019

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