Subgrade Slope Stability Analysis under the Condition of Rainfall Infiltration

Guang Jun Guo; Guang Hua Liu; Jun Sui; Jian Qing Wu

doi:10.4028/www.scientific.net/AMM.353-356.1073

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 353-356Subgrade Slope Stability Analysis under the...

Subgrade Slope Stability Analysis under the Condition of Rainfall Infiltration

Abstract:

On basis of limit equilibrium analysis methods for theory of unsaturated soil mechanics, silt subgrade slope stability under the condition of rainfall infiltration is analyzed and the factors affecting the stability of subgrade slope are presented in this article, which provides theoretical basis and technical support for future subgrade construction.

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Periodical:

Applied Mechanics and Materials (Volumes 353-356)

Pages:

1073-1076

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.353-356.1073

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Online since:

August 2013

Authors:

Guang Jun Guo, Guang Hua Liu, Jun Sui, Jian Qing Wu

Keywords:

Rainfall Infiltration, Slope, Stability, Subgrade

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References

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