Stability Analysis of a Layered Slope with Failure Mechanism of a Composite Slip Surface
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.1943-5622.0001417
Reference29 articles.
1. Determination of Noncircular Slip Surface Giving the Minimum Factor of Safety in Slope Stability Analysis
2. Infiltration analysis to evaluate the surficial stability of two-layered slopes considering rainfall characteristics
3. Neural network prediction of the reliability of heterogeneous cohesive slopes
4. Limit equilibrium method for rock slope stability analysis by using the generalized Hoek-Brown criterion;Deng D. P.;Int. J. Rock Mech. Min.,2016
5. Method of Generation and Model of Calculation of Arbitrary Curved Slip Surfaces for Three-Dimensional Convex and Concave Slopes
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