Dynamic response characteristics and failure mode of a bias loess tunnel using a shaking table model test

Author:

Sun Weiyu,Yan Songhong,Ma Qinguo,Liang Qingguo,Ou Erfeng,Cao Xiaoping,Wang Jinghe,Luo Xiaoxiao

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Transportation,Civil and Structural Engineering

Reference50 articles.

1. Review of methods for antiseismic research of underground engineering;Bai;J Disast Prev Re,2012

2. A comparison between large -size shaking table test results and numerical simulation of a subway station structure;Chen;J Earthq Eng Eng Vib,2008

3. Numerical analysis and shaking table test of seismic response of tunnel in a loess soil considering rainfall and traffic load;Cheng;Rock Mech Rock Eng,2021

4. Experimental study on the dynamic characteristics of low-angle loess slope under the influence of long- and short-term effects of rainfall before earthquake;Chen;Eng Geol,2020

5. Research progress of seismic analysis methods and performance evaluation in underground engineering;Chen;Chin J Rock Mech Eng,2017

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