Analysis on Slope Stability Based on Factor Sensitivity

Liang Cao; Shan Guang Qian; Hui Min Wang; Jian Feng Huang

doi:10.4028/www.scientific.net/AMM.475-476.1528

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 475-476Analysis on Slope Stability Based on Factor...

Analysis on Slope Stability Based on Factor Sensitivity

Abstract:

A slope model was established in this paper, the accuracy of simplified Bishop Method based on rigid body limit equilibrium method was verified. The orthogonal experiment for structure was made aimed at the main mechanical parameters of rock material, and then simplified Bishop Method was used to analyze the slope stability. Using range analysis method and variance analysis method to analyze various factors affecting slope stability, then the key factors for slope stability were obtained. The focus of geotechnical engineering considerations was pointed out, and provided reference for more accurate slope stability analysis.

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Periodical:

Applied Mechanics and Materials (Volumes 475-476)

Pages:

1528-1533

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.475-476.1528

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Online since:

December 2013

Authors:

Liang Cao, Shan Guang Qian, Hui Min Wang, Jian Feng Huang

Keywords:

Orthogonal Test, Range Analysis Method, Rigid Body Limit Equilibrium Method, Safety Factor, Variance Analysis Method

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References

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