Application of Generalized Reliability Method Based on Fuzzy-Stochastic Theorem in Bank Slope Stability Analysis

Wang Yajun

Jul. 2021

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Wang Yajun. Application of Generalized Reliability Method Based on Fuzzy-Stochastic Theorem in Bank Slope Stability Analysis[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2004, 18(5): 217-223.

Citation:

Wang Yajun. Application of Generalized Reliability Method Based on Fuzzy-Stochastic Theorem in Bank Slope Stability Analysis[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2004, 18(5): 217-223.

Wang Yajun. Application of Generalized Reliability Method Based on Fuzzy-Stochastic Theorem in Bank Slope Stability Analysis[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2004, 18(5): 217-223.

Citation:

Wang Yajun. Application of Generalized Reliability Method Based on Fuzzy-Stochastic Theorem in Bank Slope Stability Analysis[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2004, 18(5): 217-223.

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Application of Generalized Reliability Method Based on Fuzzy-Stochastic Theorem in Bank Slope Stability Analysis

Wang Yajun

Changjiang Scientific Institute, Hubei Wuhan 430010 China

Received Date: 2004-07-29
Available Online: 2021-07-08

Abstract

Abstract

On the basis of conventional probability ultimate theory,through analyzing the fuzzy identity of bank slope stability situation,the fuzzy-stochastic reliability method based on the math theorem of MCS and FORM is established. By using this method,the stochastic parameters sensitivity analysis is implemented respectively on slope collapse and seepage failure of bank slope.Furthermore,the system failure of bank slope is introduced.
- bank slope reliability,
- fuzzy-stochastic reliability method,
- MCS,
- FORM math theorem,
- slope collapse,
- seepage failure