Uplift of immersed tunnel in liquefiable seabed under wave and current propagation-Reference-Cited by-同舟云学术

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Uplift of immersed tunnel in liquefiable seabed under wave and current propagation

Published:2020-12 Issue: Volume:278 Page:105828
ISSN:0013-7952
Container-title:Engineering Geology
language:en
Short-container-title:Engineering Geology

Author:

Zhao Kai,Wang Qiuzhe,Chen Weiyun,Zhuang Haiyang,Chen Guoxing

Funder

National Natural Science Foundation of China

National Key Basic Research Program of China

Publisher

Elsevier BV

Subject

Geology,Geotechnical Engineering and Engineering Geology

Reference51 articles.

1. Rapid stabilization of the immersed tunnel element;Aono,2003

2. D5.4 guidelines for interaction between seabed and support structure;Brennan,2015

3. The influence of undrained cyclic loading patterns and consolidation states on the deformation features of saturated fine sand over a wide strain range;Chen;Eng. Geol.,2016

4. Shaking table test of immersed tunnel considering the geological condition;Chen;Eng. Geol.,2017

5. A simplified quasi-static analysis of wave-induced residual liquefaction of seabed around an immersed tunnel;Chen;Ocean Eng.,2018

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4. Seismic analysis of segmental shallow tunnels adjacent to building foundations under soil liquefaction and its mitigation;Soil Dynamics and Earthquake Engineering;2024-03

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