A Novel Method for Stability Analysis of Weakly Inclined Subgrade by Centrifuge Model Test and the Finite-Element Method-Reference-Cited by-同舟云学术

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A Novel Method for Stability Analysis of Weakly Inclined Subgrade by Centrifuge Model Test and the Finite-Element Method

Published:2022-04 Issue:4 Volume:22 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Sheng Ke¹,Liu Xin²^ORCID,Shan Hao³,Qian Xiaoxu¹,Wang Guisen¹,Hong Baoning⁴

Affiliation:

1. Ph.D. Candidate, College of Civil and Transportation Engineering, Hohai Univ., Nanjing 210098, China.

2. Associate Professor, College of Civil and Transportation Engineering, Hohai Univ., Nanjing 210098, China (corresponding author). ORCID: .

3. Lecturer, School of Civil Engineering, Xuzhou Univ. of Technology, Xuzhou 221018, China.

4. Professor, College of Civil and Transportation Engineering, Hohai Univ., Nanjing 210098, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0002315

Reference40 articles.

1. Theoretical analysis of the stability of slopes

2. The use of the Slip Circle in the Stability Analysis of Slopes

3. LEM for Stability Analysis of 3D Slopes with General-Shaped Slip Surfaces

4. Method of Generation and Model of Calculation of Arbitrary Curved Slip Surfaces for Three-Dimensional Convex and Concave Slopes

5. Limit equilibrium slope stability analysis using the nonlinear strength failure criterion

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