Comparative Analysis of Stability for Slope Engineering with Reliability Analysis and Limit Equilibrium Method

Chuan Ming Zhang; Yang Zhao; Hui Zhou

doi:10.4028/www.scientific.net/AMM.438-439.1195

Paper Titles

Study on Shear Strength Experiments Base on the Modified Direct Shear Apparatus for Unsaturated Soils
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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 438-439Comparative Analysis of Stability for Slope...

Comparative Analysis of Stability for Slope Engineering with Reliability Analysis and Limit Equilibrium Method

Abstract:

To take the natural differences of geotechnical materials into consideration, reliability analysis of slope stability with Monte-Carlo method was carried out on a slope of deep pit. The results show that Monte-Carlo method is equal to the limit equilibrium method, the most dangerous sliding surfaces matching the practice could be found according to the method introduced in this paper.

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Periodical:

Applied Mechanics and Materials (Volumes 438-439)

Pages:

1195-1199

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.438-439.1195

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Online since:

October 2013

Authors:

Chuan Ming Zhang, Yang Zhao, Hui Zhou

Keywords:

Limit Equilibrium Method, Reliability Analysis, Safety Factor

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References

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