Numerical Simulation Method Ascertaining Slope Stabilization Anti-Slippery Pile's Basic Parameters

Wen Juan Feng; Xiao Dong Ju; Zheng Sheng Zou

doi:10.4028/www.scientific.net/AMR.594-597.222

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 594-597Numerical Simulation Method Ascertaining Slope...

Numerical Simulation Method Ascertaining Slope Stabilization Anti-Slippery Pile's Basic Parameters

Abstract:

Although anti-slide pile take a key position in slope-treating measures, the method of designing is far from perfect. The methods used in actual projects are based on the rigid body limit equilibrium methods. There is a tendency to using numerical methods in the progress of pile-designing. The safety factor of landslide is calculated according to shear strength reduction theory in the numerical simulation software. Using the shearing forces on pile and the safety factor can ascertain the position of anti-slide piles, the area and distance of piles. For numerical simulation can well perform the simulation slope moving and the load on piles and can give a more reasonable designing.

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Periodical:

Advanced Materials Research (Volumes 594-597)

Pages:

222-225

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.594-597.222

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Online since:

November 2012

Authors:

Wen Juan Feng*, Xiao Dong Ju, Zheng Sheng Zou

Keywords:

Anti-Slide Pile, Numerical Simulation, Position of Anti-Slide Piles, Slope

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* - Corresponding Author

References

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