Slope Stability Analysis under the Condition of Seepage

Yang Jin

doi:10.4028/www.scientific.net/AMM.204-208.241

Paper Titles

Research on FLAC 3D Numerical Simulation of Working Mechanism of Compaction Pile Composite Foundation
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Stability Analysis of Duchuanbian Collapse
p.224

The Analysis of Pile Deformat on Impact Factor of Pile Retaining Wall in Expansive Soil Area
p.230

Evolution Laws on Longitudinal Slope of Gully Affected by Debris Flow Erosion
p.235

Slope Stability Analysis under the Condition of Seepage
p.241

DEM Simulation for the Effect of Rolling Resistance on Shear Band
p.246

Numerical Simulation of Storage Tank Foundation Treated by Water Filling Preloading Method
p.250

Study on the Influence of Active Earth Pressure Caused by the Ditch behind Retaining Wall
p.255

Estimation of Strength of Massive Jointed Rock Mass Based on Generalized Hoek-Brown Criterion
p.259

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 204-208Slope Stability Analysis under the Condition of...

Slope Stability Analysis under the Condition of Seepage

Abstract:

The stability of soil slope under seepage is calculated and analyzed by using finite element method based on the technique of shear strength reduction. When the condition of seepage or not is considered respectively, the critical failure state of slopes and corresponding safety coefficients can be determined by the numerical analysis and calculation. Besides, through analyzing and comparing the calculation results, it shows that seepage has a negative impact on slope stability.

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Periodical:

Applied Mechanics and Materials (Volumes 204-208)

Pages:

241-245

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.204-208.241

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Online since:

October 2012

Authors:

Yang Jin*

Keywords:

Safety Coefficient, Slope Seepage, Technique of Shear Strength Reduction

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* - Corresponding Author

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