Probabilistic Risk Assessment of Soil Slope Stability Subjected to Water Drawdown by Finite Element Limit Analysis

Probabilistic Risk Assessment of Soil Slope Stability Subjected to Water Drawdown by Finite Element Limit Analysis

This study investigates the probabilistic stability of embankment slopes subjected to water level drawdown using the random field finite element method (RFEM) with strength reduction technology. The shear strength of soil properties was controlled by cohesion and internal friction angle for the slop...

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Bibliographic Details
Main Authors: Xiaobing Wang, Xiaozhou Xia, Xue Zhang, Xin Gu, Qing Zhang
Format: Article
Language:English
Published: MDPI AG 2022-10-01
Series:Applied Sciences
Subjects:
random field
slope stability
seepage
spatial variability
limit analysis
Online Access:https://www.mdpi.com/2076-3417/12/20/10282

Internet

https://www.mdpi.com/2076-3417/12/20/10282

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