On the Soil Slope Failure Mechanism Considering the Mutual Effect of Bedrock and Drawdown-Reference-Cited by-同舟云学术

On the Soil Slope Failure Mechanism Considering the Mutual Effect of Bedrock and Drawdown

Published:2021-02 Issue:2 Volume:21 Page:04020247
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Luo Fangyue¹,Zhang Ga²^ORCID,Ma Changhui³

Affiliation:

1. Ph.D. Student, State Key Laboratory of Hydroscience and Engineering, Tsinghua Univ., Beijing 100084, PR China.

2. Professor, State Key Laboratory of Hydroscience and Engineering, Tsinghua Univ., Beijing 100084, PR China (corresponding author). ORCID: .

3. Senior Engineer, Central South Architecture Design Institute, 19 Zhongnan Road, Wuhan 430071, PR China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0001903

Reference35 articles.

1. Modelling landslides in unsaturated slopes subjected to rainfall infiltration using material point method

2. Bedrock exfiltration as a triggering mechanism for shallow landslides

3. Modeling of Rainfall-Induced Shallow Landslides of the Flow-Type

4. Stability analysis of three-dimensional slopes under water drawdown conditions

5. Run-out of cut-slope landslides: Mesh-free simulations;He X.;Géotechnique,2018

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