Fuzzy-Stochastic Math-Algorithm Analysis for Slope Stability Based on First-Order Approximation Theorem

Wang Yajun; Wang Yanjun

Jul. 2021

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Wang Yajun, Wang Yanjun. Fuzzy-Stochastic Math-Algorithm Analysis for Slope Stability Based on First-Order Approximation Theorem[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2005, 19(5): 220-224.

Citation:

Wang Yajun, Wang Yanjun. Fuzzy-Stochastic Math-Algorithm Analysis for Slope Stability Based on First-Order Approximation Theorem[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2005, 19(5): 220-224.

Wang Yajun, Wang Yanjun. Fuzzy-Stochastic Math-Algorithm Analysis for Slope Stability Based on First-Order Approximation Theorem[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2005, 19(5): 220-224.

Citation:

Wang Yajun, Wang Yanjun. Fuzzy-Stochastic Math-Algorithm Analysis for Slope Stability Based on First-Order Approximation Theorem[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2005, 19(5): 220-224.

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Fuzzy-Stochastic Math-Algorithm Analysis for Slope Stability Based on First-Order Approximation Theorem

College of Civil Engineering and Architecture of Zhejiang University, Hangzhou Zhejiang 310027 China

Received Date: 2005-07-11

Abstract

Abstract

On the basis of harmonious FEM, by the help of First-order Approximation Theorem,the stochastic FEM mathematical model is set up, and the softening procedure for slope working function is realized with fuzzy models. The partial failure situation of JingNan Yangtz River Main dike section is researched comprehensively by fuzzy-stochastic mathematical algorithm.
- first-order approximation,
- stochastic finite element method,
- fuzzy math algorithm,
- slope stability analysis