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Stability Analysis of Multistage Loess Slope Under Earthquake Action Based on the Pseudo-Static Method
The aim of this study is to resolve outstanding problems in slope stability analysis including high calculation cost, poor critical slip surface search efficiency, and incomplete stability analysis of multistage loess slopes under earthquake action. A new method is proposed using mathematical analysis and optimization methods that comprehensively considers all possible failure modes based on limit equilibrium theory and the pseudo-static method to determine the minimum safety factor and critical slip surface of a multistage loess slope under earthquake action. The feasibility of the proposed method is validated by an example. This study provides an efficient method for analyzing the stability of multistage loess slopes under earthquake action.
Stability Analysis of Multistage Loess Slope Under Earthquake Action Based on the Pseudo-Static Method
The aim of this study is to resolve outstanding problems in slope stability analysis including high calculation cost, poor critical slip surface search efficiency, and incomplete stability analysis of multistage loess slopes under earthquake action. A new method is proposed using mathematical analysis and optimization methods that comprehensively considers all possible failure modes based on limit equilibrium theory and the pseudo-static method to determine the minimum safety factor and critical slip surface of a multistage loess slope under earthquake action. The feasibility of the proposed method is validated by an example. This study provides an efficient method for analyzing the stability of multistage loess slopes under earthquake action.
Stability Analysis of Multistage Loess Slope Under Earthquake Action Based on the Pseudo-Static Method
Soil Mech Found Eng
Ye, S. H. (author) / Zhang, R. H. (author)
Soil Mechanics and Foundation Engineering ; 60 ; 304-313
2023-09-01
10 pages
Article (Journal)
Electronic Resource
English
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