A Monte Carlo Approach to Estimate the Stability of Soil–Rock Slopes Considering the Non-Uniformity of Materials

A Monte Carlo Approach to Estimate the Stability of Soil–Rock Slopes Considering the Non-Uniformity of Materials

A soil–rock slope is a heterogeneous slope composed of soil and rocks that is widely distributed throughout the world. In order to accurately analyze the slope stability of soil–rock mixture, based on a Monte Carlo algorithm (fuzzy-based method), a symmetrical stability analyzing method for soil–roc...

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Bibliographic Details
Main Authors: Aizhao Zhou, Xianwen Huang, Na Li, Pengming Jiang, Wei Wang
Format: Article
Language:English
Published: MDPI AG 2020-04-01
Series:Symmetry
Subjects:
soil–rock mixtures
slope stability
Monte Carlo method
soil–rock interface
rock content
Online Access:https://www.mdpi.com/2073-8994/12/4/590

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