Probabilistic Assessment on 3D Stability and Failure Mechanism of Undrained Slopes Based on the Kinematic Approach of Limit Analysis-Reference-Cited by-同舟云学术

Probabilistic Assessment on 3D Stability and Failure Mechanism of Undrained Slopes Based on the Kinematic Approach of Limit Analysis

Published:2023-01 Issue:1 Volume:23 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Shu Shuang¹,Ge Bin¹,Wu Yongxin²,Zhang Fei³^ORCID

Affiliation:

1. Ph.D. Candidate, Key Laboratory of the Ministry of Education for Geomechanics and Embankment Engineering, College of Civil and Transportation Engineering, Hohai Univ., Nanjing 210098, China.

2. Professor, Key Laboratory of the Ministry of Education for Geomechanics and Embankment Engineering, College of Civil and Transportation Engineering, Hohai Univ., Nanjing 210098, China.

3. Professor, Key Laboratory of the Ministry of Education for Geomechanics and Embankment Engineering, College of Civil and Transportation Engineering, Hohai Univ., Nanjing 210098, China (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0002635

Reference47 articles.

1. Probabilistic stability analysis of geosynthetic-reinforced slopes under pseudo-static and modified pseudo-dynamic conditions

2. Three-dimensional reliability analysis of earth slopes

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

4. A three-dimensional large-deformation random finite-element study of landslide runout considering spatially varying soil;Chen X.;Landslides,2021

5. Random trials used in determining global minimum factors of safety of slopes

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