Journal Published Online: 15 April 2022
Volume 51, Issue 1

Deformation Failure Mode of Slope Based on Stochastic Limit Equilibration-Material Point Method for a Hospital Environment



Slope instability is a dynamic evolution process involving large slope deformation, which often determines the consequences of landslide failure. In this paper, the stochastic limit equilibration-material point method is used to study the dynamic evolution process of different failure modes of slope under the condition that the slope parameters are not uniformly distributed in the space of a hospital environment. Based on this, in this article, the influencing factors of the study on slope deformation and failure mode according to deformation and destruction will be divided into sandstone slope deformation and destruction difference weathering, the unfavorable combination of bedding structure surface and cutting layer structure surface, artificial excavation disturbance, and the deformation characteristics of failure mode and all kinds of process will be analyzed. Finally, Phase2 software was used as a tool to study the stability and failure mode of the rock slope, and it was found that both side slope angle and rock strata dip angle would have an impact on the slope deformation and failure.

Author Information

Li, Xing
Department of Civil Engineering, Ordos Institute of Technology, Ordos, China
Tian, Jun
Department of Civil Engineering, Ordos Institute of Technology, Ordos, China
Pages: 10
Price: $25.00
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Stock #: JTE20210775
ISSN: 0090-3973
DOI: 10.1520/JTE20210775