Assessing the deformation and stability of a slope using an improved strength reduction method
Author:
Affiliation:
1. State Key Laboratory of Hydraulic and Mountain River Engineering, School of Water Resource and Hydropower, Sichuan University , Chengdu, China
Funder
National Nature Science Foundation of China
Publisher
Informa UK Limited
Subject
Soil Science,Geotechnical Engineering and Engineering Geology,Environmental Engineering
Link
https://www.tandfonline.com/doi/pdf/10.1080/19386362.2021.1888508
Reference27 articles.
1. Progressive modelling of the gravity-induced landslide using the local dynamic strength reduction method
2. A limit equilibrium method for analyzing progressive failure in slopes
3. Two-dimensional slope stability analysis by limit equilibrium and strength reduction methods
4. Slope stability analysis by strength reduction
5. New Instability Criterion for Stability Analysis of Homogeneous Slopes with Double Strength Reduction
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1. Stability analysis of rock slopes containing faults during excavation using microseismic monitoring and numerical simulation;Journal of Intelligent Construction;2024-08
2. Slope monitoring optimization considering three-dimensional deformation and failure characteristics using the strength reduction method: A case study;Scientific Reports;2023-03-10
3. Three-dimensional slope stability analysis method based on perturbation displacement isosurface;Natural Hazards;2022-12-14
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