Investigation of the mechanical behavior of soft clay under combined shield construction and ocean waves-Reference-Cited by-同舟云学术

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Investigation of the mechanical behavior of soft clay under combined shield construction and ocean waves

Published:2020-06 Issue: Volume:206 Page:107250
ISSN:0029-8018
Container-title:Ocean Engineering
language:en
Short-container-title:Ocean Engineering

Author:

Jian-feng Zhu,Hongyi Zhao,Zhang-you Luo,Hao-xu Liu

Funder

National Nature Fund of China

Nature Fund of Zhejiang Province

Fundamental Research Funds for the Central Universities

Nature Fund of Jiangsu Province

China Postdoctoral Science Foundation Funded Project

Publisher

Elsevier BV

Subject

Ocean Engineering,Environmental Engineering

Reference69 articles.

1. The influence of pre-failure soil stiffness on the numerical analysis of twin tunnel construction;Addenbrooke;Geotechnique,1997

2. Evaluating the effect of soil structure on the ground response during shield tunnelling in Shanghai soft clay;Bian;Tunn. Undergr. Space Technol.,2016

3. Evaluation of cyclic softening in silts and clay;Boulanger;J. Geotech. Geoenviron. ASCE,2007

4. Numerical simulation of the nonlinear wave induced dynamic response of anisotropic poro-elastoplastic seabed;Chen;Mar. Georesour. Geotechnol.,2018

5. Seismic-induced dynamic responses in a poro-elastic seabed: solutions of different formulations;Chen;Soil Dynam. Earthq. Eng.,2020

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