A Displacement-Dependent Limit-Equilibrium Slice Method for Slope Stability Analysis
Author:
Affiliation:
1. Dept. of Geological Engineering, Southwest Jiaotong Univ., Chengdu 610031, China.
2. Key Laboratory of High-Speed Railway Engineering, Ministry of Education, Southwest Jiaotong Univ., Chengdu 610031, China (corresponding author).
Publisher
American Society of Civil Engineers (ASCE)
Subject
Soil Science
Link
https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-8268
Reference38 articles.
1. Atkinson, J. H. 1981. Foundations and slopes: An introduction to applications of critical state soil mechanics. London: McGraw-Hill.
2. The use of the Slip Circle in the Stability Analysis of Slopes
3. Extensions to the generalized method of slices for stability analysis
4. A novel displacement-based rigorous limit equilibrium method for three-dimensional landslide stability analysis
5. A unified constitutive model for pressure sensitive shear flow transitions in moderate dense granular materials
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