The Analysis of Loess High Embankment Stable Question by the Strength Reduction FEM

Li Ping Zhang; Chao Liu

doi:10.4028/www.scientific.net/AMR.243-249.2997

Paper Titles

Numerical Simulation of Triaxial Test in Clayey Soil Using Different Constitutive Relations
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The Numerical Solution of the Clay Passive Earth Pressure Based on Circular Combined Surface Method
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System Implementation on Fuzzy Comprehensive Evaluation of Slope Stability Based on GIS
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Research on Rock Burst Loading Test and PFC^3D Numerical Simulation
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Model Test Research on Moisture Control of Saturated Over-Wet Soil
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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 243-249The Analysis of Loess High Embankment Stable...

The Analysis of Loess High Embankment Stable Question by the Strength Reduction FEM

Abstract:

The slope of loess high embankment stability analysis is in northwest loess area highway construction important question, also is in the crag earth project discipline one of most ancient model research topics. This article folds the subtraction analysis loess high embankment stable question with the strength reduction FEM, not only can direct—viewing see the soil body stress strain the development change, moreover may obtain the slope and stability the coefficient. This article folds the subtraction obtained stability coefficient with the strength reduction FEM to be smaller than the bishop law obtained stability coefficient.

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Periodical:

Advanced Materials Research (Volumes 243-249)

Pages:

2997-3000

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.243-249.2997

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Online since:

May 2011

Authors:

Li Ping Zhang, Chao Liu

Keywords:

High Embankment, Loess, Slope and Stability, Strength Reduction FEM

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References

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