Stability Numerical Simulation of Daping Landslide Group to Sunjiaya Tunnel

Wen She He; Long Yuan; Shuang Mei Chang

doi:10.4028/www.scientific.net/AMM.170-173.413

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 170-173Stability Numerical Simulation of Daping Landslide...

Stability Numerical Simulation of Daping Landslide Group to Sunjiaya Tunnel

Abstract:

The stability of two profile, with No.Ⅲ landslide of Daping landslide group near the tunnel engineering of Sunjiaya, was respectively discussed using limit equilibrium and numerical simulation method at operation one (gravity) and two (gravity+rainstorm) in this paper. The dangerous sliding surface and corresponding safety factors was calculated by limit equilibrium method, to upper and lower parts of No.Ⅲ landslide in two different work conditions. The model of two calculation profiles was established and the dangerous sliding surface and corresponding safety factors was simulated by finite difference software of FLAC3D for upper and lower parts of No.Ⅲ landslide at two operations. Compared with limit equilibrium, FLAC3D is a simple and easy method to analyze the stability of slope.

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Periodical:

Applied Mechanics and Materials (Volumes 170-173)

Pages:

413-417

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.170-173.413

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Online since:

May 2012

Authors:

Wen She He, Long Yuan, Shuang Mei Chang

Keywords:

Landslide, Numerical Simulation, Stability, Tunnel

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