Dynamic responses of loess tunnels with different cross sections under the action of earthquakes, rainwater seepage and trains-Reference-Cited by-同舟云学术

Dynamic responses of loess tunnels with different cross sections under the action of earthquakes, rainwater seepage and trains

Published:2020-09-30 Issue:6 Volume:22 Page:1427-1452
ISSN:1392-8716
Container-title:Journal of Vibroengineering
language:
Short-container-title:J VIBROENG

Author:

Zhou Xinhai,Cheng Xuansheng,Shi Wei

Publisher

JVE International Ltd.

Subject

Mechanical Engineering,General Materials Science

Link

https://www.jvejournals.com/article/21269/pdf

Reference34 articles.

1. Nonlinear response of deep immersed tunnel to strong seismic shaking;Anastasopoulos;Journal of Geotechnical and Geoenvironmental Engineering,2007

2. Exploration of stability analysis methods for surrounding rocks of soil tunnel;Zheng;Chinese Journal of Rock Mechanics and Engineering,2008

3. Stability analysis of the side slope and tunnel under seismic action based on the dynamic analysis method;Zheng;Journal of Disaster Prevention and Mitigation Engineering,2010

4. Stability analysis of static unlined loess tunnel;Xiao;Chinese Journal of Underground Space and Engineering,2010

5. Calculation discussion about safety factor of unlined loess tunnel wall rock structure under earthquake;Cheng;Rock and Soil Mechanics,2011

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