Influence of diaphragm wall on seismic responses of large unequal-span subway station in liquefiable soils-Reference-Cited by-同舟云学术

Influence of diaphragm wall on seismic responses of large unequal-span subway station in liquefiable soils

Published:2019-09 Issue: Volume:91 Page:102988
ISSN:0886-7798
Container-title:Tunnelling and Underground Space Technology
language:en
Short-container-title:Tunnelling and Underground Space Technology

Author:

Wang Jianning,Ma Guowei,Zhuang Haiyang,Dou Yuanming,Fu Jisai

Funder

National Science Foundation of China

Natural Science Foundation of Jiangsu Province

Graduate Student Innovation Foundation of Hebei Province

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction

Reference44 articles.

1. Shaking table experiments on seismic response of a shield-enlarge-dig type subway station structure in liquefiable ground;An;Chin. J. Rock Mech. Eng.,2017

2. The uplifting behavior of shallow tunnels within the liquefiable soils under cyclic loadings;Azadi;Tunn. Undergr. Space Technol.,2010

3. Analyses of the effect of seismic behavior of shallow tunnels in liquefiable grounds;Azadi;Tunn. Undergr. Space Technol.,2010

4. Shaking table tests on a three-arch type subway station structure in a liquefiable soil;Chen;Bull. Earthq. Eng.,2015

5. Effects of layered liquefiable deposits on the seismic response of an underground structure;Chen;Soil Dyn. Earthq. Eng.,2018

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