Rigorous Limit-Equilibrium Solution for Three-Dimensional Slope Stability with an Asymmetric Slip Surface-Reference-Cited by-同舟云学术

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Rigorous Limit-Equilibrium Solution for Three-Dimensional Slope Stability with an Asymmetric Slip Surface

Published:2024-02 Issue:2 Volume:24 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Lu Kunlin¹,Wang Linfei²

Affiliation:

1. School of Civil Engineering, Hefei Univ. of Technology, Hefei 230009, P.R. China (corresponding author).

2. School of Civil Engineering, Hefei Univ. of Technology, Hefei 230009, P.R. China; State Key Laboratory of Safety and Health for Metal Mines, Maanshan 243000, P.R. China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-8890

Reference33 articles.

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

2. A three-dimensional slope stability analysis procedure based on Morgenstern-price method;Chen C. F.;Chin. J. Rock Mech. Eng.,2010

3. A three-dimensional limit equilibrium method for slope stability analysis;Chen Z. Y.;Chin. J. Geotech. Eng.,2001

4. Three-dimensional limit equilibrium method for slope stability based on the assumption of stress on slip surface;Deng D. P.;Rock Soil Mech.,2017

5. Analysis on the formation mechanism and process of Baige landslides damming the upper reach of Jinsha River, China;Deng J. H.;Adv. Eng. Sci.,2019

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