Infinite Slope Stability under Transient Rainfall Infiltration Conditions

Yu Fei Kong; Jian Liu; Hong Gang Shi; Long Ying Zhang; Heng Zhao; Jun Yang

doi:10.4028/www.scientific.net/AMM.501-504.395

Paper Titles

The Risk Evaluation Model of Open-Pit Mine Slope
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Estimation Method of Rockmass Strength Parameters Based on Hoek-Brown Criterion
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Modeling of Rockburst by Elastoplastic Damage Theory at Finite Strains
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An ANFIS Based Model for Predicting Frost Heaving in Seasonal Frozen Regions
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Infinite Slope Stability under Transient Rainfall Infiltration Conditions
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Stability Analysis of Steep Bedding Rock Slope with Strength Reduction Method
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Experimental Research on the Characteristics of Soil Strength Freeze-Thaw Weakening in Songhua River Songpu Bank
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Numerical Analysis of Soil Slope in Consideration of Creep Property
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Unification of Hoek-Brown Criterion on the Basis of United Strength Theory
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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 501-504Infinite Slope Stability under Transient Rainfall...

Infinite Slope Stability under Transient Rainfall Infiltration Conditions

Abstract:

The infiltration process of infinite slopes was studied with modified Green-Ampt infiltration model. The process was divided into two stages, in which the depth of the wetting zone and underground water was calculated. Stability analysis considering different sliding patterns was conducted on the basis of seepage analysis. The safety factor of infinite slopes at different time stages has been derived. Equations in this paper could be used for predicting rain-induced landslides with limited parameters available.

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Periodical:

Applied Mechanics and Materials (Volumes 501-504)

Pages:

395-398

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.501-504.395

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Online since:

January 2014

Authors:

Yu Fei Kong, Jian Liu, Hong Gang Shi, Long Ying Zhang, Heng Zhao*, Jun Yang

Keywords:

Infinite Slope, Rainfall Infiltration, Seepage, Slope Stability

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