Limit-Equilibrium Analysis of Stability of Footwall Slope with Respect to Biplanar Failure-Reference-Cited by-同舟云学术

Limit-Equilibrium Analysis of Stability of Footwall Slope with Respect to Biplanar Failure

Published:2020-01 Issue:1 Volume:20 Page:04019137
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Sun Chaoyi¹,Chen Congxin²,Zheng Yun³,Xia Kaizong⁴

Affiliation:

1. Ph.D. Candidate, State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, Hubei 430071, PR China; Univ. of Chinese Academy of Sciences, Beijing 100049, PR China.

2. Professor, State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, Hubei 430071, PR China.

3. Assistant Professor, State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, Hubei 430071, PR China (corresponding author).

4. Assistant Professor, State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, Hubei 430071, PR China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0001523

Reference32 articles.

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4. Random Seismic Response and Dynamic Fuzzy Reliability Analysis of Bedding Rock Slopes Based on Pseudoexcitation Method

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