Nonlinear Response of Tunnels under Coseismic Displacement Induced by Strike-Slip Fault-Reference-Cited by-同舟云学术

Nonlinear Response of Tunnels under Coseismic Displacement Induced by Strike-Slip Fault

Published:2022-10 Issue:10 Volume:22 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Huang Jingqi¹,Chen Xiaohui²,Zhao Xu³,Zhao Mi⁴

Affiliation:

1. Lecturer, Beijing Key Laboratory of Urban Underground Space Engineering, School of Civil and Resource Engineering, Univ. of Science and Technology Beijing, Beijing 100083, PR China.

2. Master Student, Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing Univ. of Technology, Beijing 100124, PR China.

3. Assistant Professor, Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing Univ. of Technology, Beijing 100124, PR China (corresponding author).

4. Professor, Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing Univ. of Technology, Beijing 100124, PR China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0002456

Reference58 articles.

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2. Centrifuge modeling of interaction between reverse faulting and tunnel

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4. The attenuation research of the strong ground displacement in China;Chen P. S.;Chin. J. Geophys.,1999

5. Effects of a V-shaped canyon with a circular underground structure on surface ground motions under SH wave propagation

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