Stability Analysis for Three-Dimensional Earth-Retaining Structures Subjected to Rainfall Based on a Modified Green

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Stability Analysis for Three-Dimensional Earth-Retaining Structures Subjected to Rainfall Based on a Modified Green–Ampt Model

Published:2024-01 Issue:1 Volume:24 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Zhao Xu¹,Fan Haoju²,Xu Jingshu³

Affiliation:

1. Associate Professor, Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing Univ. of Technology, No. 100, Pingleyuan, Chao-yang District, Beijing 100124, PR China.

2. Master’s Student, Faculty of Architecture, Civil and Transportation Engineering, Beijing Univ. of Technology, No. 100, Pingleyuan, Chao-yang District, Beijing 100124, PR China (corresponding author).

3. Lecturer, Faculty of Architecture, Civil and Transportation Engineering, Beijing Univ. of Technology, No. 100, Pingleyuan, Chao-yang District, Beijing 100124, PR China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-8304

Reference35 articles.

1. Boundary effects of rainfall-induced landslides

2. Three-dimensional active earth pressure coefficients by upper bound numerical limit analysis

3. Green-Ampt infiltration model for sloping surfaces

4. Chen, W. F. 1975. Limit analysis and soil plasticity. Amsterdam, Netherlands: Elsevier.

5. Chen, W. F., and X. L. Liu. 1990. Limit analysis in soil mechanics. Amsterdam, Netherlands: Elsevier.

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