A Novel Global Stress Method for the Limit-Equilibrium Analysis of Slope Stability Considering Stress Constraint Conditions at Ends
Author:
Affiliation:
1. Associate Professor, School of Civil Engineering, Central South Univ., Changsha 410075, China (corresponding author). ORCID: .
2. Master’s Student, School of Civil Engineering, Central South Univ., Changsha 410075, China.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Soil Science
Link
https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0002575
Reference49 articles.
1. Determination of the critical slip surface in slope stability computations
2. General slope stability analysis;Bell J. M;J. Soil Mech. Found. Div.,1968
3. Global search for critical failure surface in slope stability analysis;Bolton H. P. J.;Eng. Optim.,2003
4. A quantitative display index that considers tensile failure to predict the full sliding surface of a landslide
5. A novel displacement-based rigorous limit equilibrium method for three-dimensional landslide stability analysis
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