New Instability Criterion for Stability Analysis of Homogeneous Slopes with Double Strength Reduction-Reference-Cited by-同舟云学术

New Instability Criterion for Stability Analysis of Homogeneous Slopes with Double Strength Reduction

Published:2020-09 Issue:9 Volume:20 Page:04020162
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Fang Hongwei¹,Chen Yohchia Frank²,Xu Guowen³^ORCID,Hou Zhenkun⁴,Wu Jianxun⁵

Affiliation:

1. School of Geomatics and Prospecting Engineering, Jilin Jianzhu Univ., Changchun 130118, China; School of Civil Engineering and Architecture, Northeast Electric Power Univ., Jilin 132012, China.

2. Dept. of Civil Engineering, Pennsylvania State Univ., Middletown, PA 17057.

3. Dept. of Civil and Environmental Engineering, Colorado School of Mines, Golden, CO 80401 (corresponding author). ORCID: .

4. Guangzhou Institute of Building Science Co., Ltd., Guangzhou 510440, China.

5. East China Electric Power Design Institute, Shanghai 200002, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0001797

Reference22 articles.

1. A new double reduction method for slope stability analysis

2. Numerical modelling of two stoping methods in two Indian mines using degradation of c and mobilization of φ based on Q-parameters

3. State of the art: Three Dimensional (3D) Slope-Stability Analysis

4. Two-dimensional slope stability analysis by limit equilibrium and strength reduction methods

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