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Finite element analysis method of slope stability based on fuzzy statistics.

Authors :
Zhongjie Wang
Min Lin
Source :
Earth Sciences Research Journal. 2021, Vol. 25 Issue 1, p123-130. 8p.
Publication Year :
2021

Abstract

In order to reduce the risk of slope stability evaluation due to the fuzziness of calculation parameters, a finite element analysis method of slope stability based on fuzzy statistics is proposed. Based on the principle of quasi-static method and with the help of the finite element software COMSOL multiphysics, this paper studies the stability of the gravel soil accumulation rock slope under the action of different seismic acceleration. By analyzing the displacement, plastic zone and safety factor of the rock soil slope, the stability of the rock soil slope is analyzed. The research results show that the fuzziness of mechanical parameters of rock and soil slope will lead to the fuzziness of position displacement and stress analysis results of rock and soil slope, and the analysis of rock and soil slope with the method of fuzzy finite element analysis can strengthen the comprehensive understanding of position displacement, stress and safety of rock and soil slope by engineers and technicians, and reduce the stability of rock and soil slope due to the fuzziness of calculation parameters to a certain extent Evaluate the risk qualitatively. [ABSTRACT FROM AUTHOR]

Details

Language :
English
ISSN :
17946190
Volume :
25
Issue :
1
Database :
Academic Search Index
Journal :
Earth Sciences Research Journal
Publication Type :
Academic Journal
Accession number :
149895975
Full Text :
https://doi.org/10.15446/esrj.v25n1.93320