Numerical investigations of the installation process of giant deep-buried circular open caissons in undrained clay-Reference-Cited by-同舟云学术

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Numerical investigations of the installation process of giant deep-buried circular open caissons in undrained clay

Published:2020-02 Issue: Volume:118 Page:103322
ISSN:0266-352X
Container-title:Computers and Geotechnics
language:en
Short-container-title:Computers and Geotechnics

Author:

Lai Fengwen^ORCID,Liu Songyu,Deng Yongfeng^ORCID,Sun Yanxiao,Wu Kai,Liu Hanxiang

Funder

National Key R&D Program of China

Fundamental Research Funds for the Central Universities

Publisher

Elsevier BV

Subject

Computer Science Applications,Geotechnical Engineering and Engineering Geology

Reference76 articles.

1. Prediction of lateral displacement of soil behind the reaction wall caused by pipe jacking operation;Sun;Tunnel Undergr Space Technol,2014

2. Numerical analysis of soil deformation behind the reaction wall of an open caisson induced by horizontal parallel pipe-jacking construction;Sun;Can Geotech J,2015

3. Field measurement and analysis of influence of jacked open caisson construction on environments;Xu;Rock Soil Mech,2014

4. Foundation design and construction;Tomlinson,2001

5. Soil flow mechanisms around and between stiffeners of caissons during installation in clay;Hossainm;Can Geotech J,2012

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