Stability Analysis of Antidip Bedding Rock Slopes with Very Low-Persistent Cross Joints Using a Limit-Equilibrium Model and Fracture Mechanics-Reference-Cited by-同舟云学术

Stability Analysis of Antidip Bedding Rock Slopes with Very Low-Persistent Cross Joints Using a Limit-Equilibrium Model and Fracture Mechanics

Published:2023-05 Issue:5 Volume:23 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Wang Runqing¹,Zheng Yun²,Chen Congxin³,Zhang Wei⁴,Sun Chaoyi⁴

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, China; Univ. of Chinese Academy of Sciences, Beijing 100049, China.

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

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

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

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-8151

Reference67 articles.

1. Modelling of Progressive and Instantaneous Failures of Foliated Rock Slopes

2. A study of the mechanism of flexural toppling failure of rock slopes

3. Considerations Relevant to the Stability of Granite Boulders

4. Block toppling stability in the case of rock blocks with rounded edges

5. Geometry and size effects on fracture trajectory in a limestone rock under mixed mode loading

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