Stability Analysis of Slope under the Condition of Rainfall Infiltration

Guo Xiang; Cheng Liang Wang; Ming Zhou Bai; Zhao Yi Xu; Jun Jun Yan

doi:10.4028/www.scientific.net/AMM.405-408.256

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Stability Analysis of Slope under the Condition of Rainfall Infiltration
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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 405-408Stability Analysis of Slope under the Condition of...

Stability Analysis of Slope under the Condition of Rainfall Infiltration

Abstract:

Landslide instability hasplenty of influential factors. However, shown by considerable practical casesof landslide instability, rainfall is considered to be a major element leadingto landslide. Rainfall increases the weight of slope mass, while reduces itsstrength parameter. Rainfall may as well create water pressure inside theslope, while water pressure has significant influence on landslide stability.In the paper, finite difference software FLAC^3D is adopted toperform a numerical simulation on practical landslide, with the objective tofigure out the safety coefficient and stress-strain property of landslide undernatural state and waterlogged state, to analyze the possibility of landsliderenewal and to provide reference for researches on similar landslides in thearea.

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Periodical:

Applied Mechanics and Materials (Volumes 405-408)

Pages:

256-261

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.405-408.256

Citation:

Cite this paper

Online since:

September 2013

Authors:

Guo Xiang, Cheng Liang Wang, Ming Zhou Bai, Zhao Yi Xu, Jun Jun Yan

Keywords:

Numerical Simulation, Seepage, Stability, Strength Reduction

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References

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