Stability Analysis of Slopes Subjected to Transient Unsaturated Seepage Effect Considering Hydromechanical Coupling Effect-Reference-Cited by-同舟云学术

Stability Analysis of Slopes Subjected to Transient Unsaturated Seepage Effect Considering Hydromechanical Coupling Effect

Published:2022-06 Issue:6 Volume:22 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Li Shaohong¹,Wu Na²,Liu Guoguo³

Affiliation:

1. Dept. of Geological Engineering, Southwest Jiaotong Univ., Chengdu 610031, China.

2. State Key Laboratory of Coastal and Offshore Engineering, Dalian Univ. of Technology, Dalian 116024, China.

3. Key Laboratory of Transportation Tunnel Engineering of Ministry of Education, Southwest Jiaotong Univ., Chengdu 610031, China (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0002405

Reference50 articles.

1. Influence of rainfall on the deformation and stability of a slope in overconsolidated clays: A case study;Alonso E. E.;Hydrol. J.,2003

2. Brinkgreve, R. B. J., S. Kumarswamy, and W. M. Swolfs. 2016.PLAXIS 2016. Delft, Netherlands: Plaxis.

3. Numerical Analysis of Rainfall Effects on Slope Stability

4. Limit analysis and limit equilibrium solutions in soil mechanics;Chen W. F.;Soils Found.,1970

5. Slope stability analysis based on the Coupled Eulerian-Lagrangian finite element method

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