Elastic Parameters Adjusted in Soil Slope Stability and Displacement Analysis

Ping Jiang; Meng Su Zhang

doi:10.4028/www.scientific.net/AMM.303-306.2889

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 303-306Elastic Parameters Adjusted in Soil Slope...

Elastic Parameters Adjusted in Soil Slope Stability and Displacement Analysis

Abstract:

Soil elastic parameters(E, μ) will change when soil shear strength parameters(c, φ) reduced, so, it is necessary to adjust elastic parameters using strength reduction method for slope stability calculation. The numerical results show that the adjustment of elastic parameters has little effect on stability, but is more obviously on slope displacement. So, it is important to consider elastic adjust when evaluate slope stability based on slope stability.

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Periodical:

Applied Mechanics and Materials (Volumes 303-306)

Pages:

2889-2892

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.303-306.2889

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Online since:

February 2013

Authors:

Ping Jiang, Meng Su Zhang

Keywords:

Displacement Calculation, Elastic Parameter, Slope Engineer, Stability Analysis, Strength Reduction Method

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References

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