Decoupling Analysis Method for Rain-Induced Failure of Shallow Expansive Soil Slopes Considering Swelling and Strength Softening-Reference-Cited by-同舟云学术

Decoupling Analysis Method for Rain-Induced Failure of Shallow Expansive Soil Slopes Considering Swelling and Strength Softening

Published:2024-02 Issue:2 Volume:24 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Dai Zhangjun¹^ORCID,Huang Kang²,Li Jian³,Chi Zecheng⁴,Chen Shanxiong⁵

Affiliation:

1. Associate Professor, State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China. ORCID: .

2. State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China; Univ. of Chinese Academy of Sciences, Beijing 100049, China.

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

4. State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China; Faculty of Engineering, China Univ. of Geosciences, Wuhan 430074, China (corresponding author).

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

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-8837

Reference59 articles.

1. Influence of rainfall on the deformation and stability of a slope in overconsolidated clays: a case study

2. Regional-scale high-plasticity clay-bearing formation as controlling factor on landslides in Southeast Spain

3. Bao, C. G., C. W. W. Ng, H. Rahardjo, D. G. Toll, and E. C. Leong. 2000. “Some thoughts and studies on the prediction of slope stability in expansive soils.” In Proc., of the Asian Conf., on Unsaturated Soils for Asia, 15–31. Rotterdam, Netherlands: AA Balkema.

4. Influence of slope inclination on the triggering and distal reach of hydraulically-induced flow slides

5. The Third Terzaghi Lectures; Progressive Failure in Slopes of Overconsolidated Plastic Clay and Clay Shales

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