Analysis of Seepage Field and Stability of Clinosol Slope under Rainfall Infiltration

Xi Yi Yang; Fang Guo

doi:10.4028/www.scientific.net/AMM.353-356.307

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 353-356Analysis of Seepage Field and Stability of...

Analysis of Seepage Field and Stability of Clinosol Slope under Rainfall Infiltration

Abstract:

In order to research on slope seepage field and slop stability under rainfall infiltration, this paper combines finite element with limit equilibrium theory to study. The results show that under rainfall, pore water pressure of the slope crest and slope toe in slope wash is greatly influenced by rainfall; Change in the volume moisture content is more sensitive than pore water pressure, volumetric moisture content of each location is increasing quickly at the initial stage of rain, volumetric moisture content in the lower locations is the first to reach saturated due to the continued supply and gravity of the rain; The slope stability reduces with rainfall infiltration, the greater the rainfall intensity, the more obvious decline the slope safety factor.

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Periodical:

Applied Mechanics and Materials (Volumes 353-356)

Pages:

307-311

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.353-356.307

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Online since:

August 2013

Authors:

Xi Yi Yang, Fang Guo

Keywords:

Rainfall Infiltration, Slope Wash, Stability, Unsaturated Theory

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