Non-Probabilistic Reliability Analysis of Slopes Based on Fuzzy Set Theory

Non-Probabilistic Reliability Analysis of Slopes Based on Fuzzy Set Theory

Aimed at the problem of fuzzy uncertainty of geotechnical parameters in slope stability analysis, a non-probabilistic reliability analysis method for slopes based on fuzzy set theory is proposed. Geotechnical parameters are described as fuzzy numbers, which are transformed into interval numbers at d...

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Bibliographic Details
Main Authors: Suxun Shu, Jiajun Qian, Wenhui Gong, Kang Pi, Zhiquan Yang
Format: Article
Language:English
Published: MDPI AG 2023-06-01
Series:Applied Sciences
Subjects:
slope
non-probabilistic reliability
fuzzy set
ellipsoidal model
failure degree
Online Access:https://www.mdpi.com/2076-3417/13/12/7024

Internet

https://www.mdpi.com/2076-3417/13/12/7024

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