A three-dimensional numerical simulation method for seismic nonlinear response of underground structure in liquefiable site and analysis of structural damage

Author:

Wang XuelaiORCID,Xu Chengshun,Yan Guanyu,Zhong Zilan,Zhang Zihong

Funder

National Key Research and Development Program of China

Publisher

Elsevier BV

Subject

Computer Science Applications,Geotechnical Engineering and Engineering Geology

Reference32 articles.

1. A shaking table-based experimental study of seismic response of shield-enlarge-dig type’s underground subway station in liquefiable ground;An;Soil Dyn. Earthq. Eng.,2021

2. Numerical analysis on the seismic behavior of a large metro subway tunnel in liquefiable ground;Bao;Tunn. Undergr. Space Technol.,2017

3. Chang, D., Travasarou, T., Chacko, J., 2008. Numerical Evaluation of Liquefaction-Induced Uplift for an Immersed Tunnel. In: Proc. 14th World Conf. Earthq. Eng. 1–8.

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

5. Seismic Response of a Liquefiable Site-Underground Structure System;Cheng;Buildings,2022

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