Artificial Rainfall Failure Experiments for a Red Clay Slope

Kai Sheng Chen

doi:10.4028/www.scientific.net/AMM.638-640.402

Paper Titles

Anti-Seepage Technology for a Sluice Foundation on Soft Soil
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Application of Lime-Soil Compaction Pile Method for Loess Foundation Treatment
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Application of Multi-Channel Transient Rayleigh Wave in Geological Exploration
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Artificial Rainfall Failure Experiments for a Red Clay Slope
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Axial Unloading Test of Soil Based on the GDS Triaxial Apparatus
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Boundary Element Method for Horizontally Polarized Shear Wave Scattering by an Elliptical Cavity in Orthotropic Graded Saturated Porous Media
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Cause Analysis of Sand Density and Engineering Evaluation
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Creep Property Experimental Research of Offshore Unconsolidated Sand Reservoir
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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 638-640Artificial Rainfall Failure Experiments for a Red...

Artificial Rainfall Failure Experiments for a Red Clay Slope

Abstract:

The influence of rainfall on slope stability problem that highway, railway,water conservancy and energy engineering production must consider and study, the rainfall is one of the major factors causing the soil slope failure。Establishing model test of red clay slope, rainfalling the model, the paper analyzing the moist frontal edge, power water pressure, slope displacement under the rainfall. The result has some reference value for fundamental mechanism of rainfall infiltration induced landslides in a red clay slope.

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Periodical:

Applied Mechanics and Materials (Volumes 638-640)

Pages:

402-406

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.638-640.402

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Cite this paper

Online since:

September 2014

Authors:

Kai Sheng Chen*

Keywords:

Artificial Rainfall, Failure Testing, Red Clay Slope

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* - Corresponding Author

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