A Few New Methods of Stability Coefficient Calculation of Landslides

Xin Xing Wu; Ying Fa Lu; Xu Dong Fu

doi:10.4028/www.scientific.net/AMM.353-356.426

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Dam Phreatic Line Simulation on FLAC^3D: A Case Study
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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 353-356A Few New Methods of Stability Coefficient...

A Few New Methods of Stability Coefficient Calculation of Landslides

Abstract:

The advantage and shortage are analyzed for the conventional calculation of stability coefficient of landslides, the four new calculating methods of safety factor of landslides are proposed. The stability coefficient of the comprehensive sliding resistance force and the maximum main stress are fit for describing the landslide state, the stability factor of each sliding block of landslide is useful for the tracting landslides. The new joint constitutive model and calculating methods of landslide are useful for describing the landslide state.

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Periodical:

Applied Mechanics and Materials (Volumes 353-356)

Pages:

426-429

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.353-356.426

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Online since:

August 2013

Authors:

Xin Xing Wu, Ying Fa Lu, Xu Dong Fu

Keywords:

Landslide, New Calculating Methods of Stability Factor

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References

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