Analysis of Rainfall-Caused Seepage into Underlying Bedrock Slope Based on Seepage Deformation Coupling-Reference-Cited by-同舟云学术

Analysis of Rainfall-Caused Seepage into Underlying Bedrock Slope Based on Seepage Deformation Coupling

Published:2024-05 Issue:5 Volume:24 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Wu Lizhou¹,He Bo²,Peng Jianbing³

Affiliation:

1. Professor, State Key Laboratory of Mountain Bridge and Tunnel Engineering, Chongqing Jiaotong Univ., Chongqing 400074, China; Key Lab Western Mineral Resources and Geological Engineering, Chang'an Univ., Xian 710054, Shaanxi, China.

2. Ph.D. Student, College of Environment and Civil Engineering, Chengdu University of Technology, Chengdu 610059, Sichuan, China.

3. Professor, Key Lab Western Mineral Resources and Geological Engineering, Chang’an Univ., Xian 710054, Shaanxi, China (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-9175

Reference36 articles.

1. Boundary effects of rainfall-induced landslides

2. Rain-induced slope instability in Hong Kong

3. Multidimensional linearized nonsteady infiltration toward a shallow water table

4. Factor of safety in a partially saturated slope inferred from hydro-mechanical continuum modeling

5. Multidimensional Infiltration with Arbitrary Surface Fluxes

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