Stability Analysis of Soil Slope and the Design of Anti-Slide Piles during Unsteady Seepage

Yong Quan Li; Hang Jing; Qing Huan Wang; Jun Fu Chen

doi:10.4028/www.scientific.net/AMM.204-208.689

Paper Titles

Settlement Analysis of Foundation Base on Finite Element Method
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Parameter Analysis of Foundation Settlement Considering Interaction between the Pile and Soil
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The Test Analysis on Frost Heave Characteristics of Carbonated Saline Soil
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Stability Analysis of Soil Slope and the Design of Anti-Slide Piles during Unsteady Seepage
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Application of Nanomaterials in Reservoir Protection
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Numerical Analysis of the Ground Anchor and Row Piles in Mudstone Dip Slope
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Experimental Research on the Liquefaction Potential of Tailings Silt in Zhuziqing Tailings Dam
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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 204-208Stability Analysis of Soil Slope and the Design of...

Stability Analysis of Soil Slope and the Design of Anti-Slide Piles during Unsteady Seepage

Abstract:

Principle of calculation of water and earth pressures together by Limit Equilibrium Method (LEM) is introduced, and coupled deformation and seepage analysis is conducted by Finite Element Method (FEM ).The response of one soil slope is simulated during rapid drawdown of water level by LEM and FEM. The results calculated show that seepage upraises the critical slip surfaces, and critical slip surfaces and safety factors by two ways are pretty close. To assure the safety of the slope, the design of anti-slide piles is carried out. Those ways used may provide reference to engineering practice.

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Periodical:

Applied Mechanics and Materials (Volumes 204-208)

Pages:

689-693

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.204-208.689

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Online since:

October 2012

Authors:

Yong Quan Li, Hang Jing, Qing Huan Wang, Jun Fu Chen

Keywords:

Anti-Slide Pile, Finite Element Method (FEM), Limit Equilibrium Method (LEM), Seepage

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References

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