Limit Equilibrium Analysis of Slope Stability with Coupling Nonlinear Strength Criterion and Double-Strength Reduction Technique
Author:
Affiliation:
1. Lecturer, School of Civil Engineering, Central South Univ., Changsha 410075, China (corresponding author).
2. Professor, School of Civil Engineering, Central South Univ., Changsha 410075, China.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Soil Science
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0001431
Reference32 articles.
1. A new double reduction method for slope stability analysis
2. The use of the Slip Circle in the Stability Analysis of Slopes
3. Stability analysis of an ancient landslide considering shear strength reduction behavior of slip zone soil
4. Slope stability analysis by strength reduction
5. LEM for Stability Analysis of 3D Slopes with General-Shaped Slip Surfaces
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