The PFC2DSimulation of the Slope Stability

Zhi Qiang Lv; Bin Sheng Wang; Xiao Xue Zhang

doi:10.4028/www.scientific.net/AMR.1065-1069.240

Paper Titles

The Analysis of Long Pile for Piled Raft Foundation Reinforcement
p.223

The Effect on the Stress Distribution of the Slope for Rock and Soil Characteristics
p.227

The Influence of Cross Section Geometric Shape on the Slope Stability
p.232

The Limit Equilibrium Method in the Application of Earth-Rock Fill Dams Reinforcement
p.236

The PFC^2DSimulation of the Slope Stability
p.240

The Review of Research on Deep Foundation Pit Excavation under Unloading Condition
p.244

The Statistical Analysis of Gravel Soil Permeability Coefficient of the Three Gorges Reservoir Area
p.249

Threshold Shear Strain for Dynamic Ramberg-Osgood Model in Soils Based on Thermomechanics
p.255

Torsional Vibration of a Single Pile in Transversely Isotropic Soil Based on Fractional Derivative Viscoelastic Model
p.260

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 1065-1069The PFC2DSimulation of the Slope Stability

The PFC^2DSimulation of the Slope Stability

Abstract:

The main factors affecting landslide instability are landslides lithologic ,geological structure, topography, climate, hydrological conditions, earthquakes ,human and so on .The risk assessment of landslide is an effective method for analysis landslide stability ,but there has been little research for prediction of landslide in China .In this paper, particle flow procedures is used to analyze the landslide stability under natural conditions and forecast a possible landslide sliding surface ,and a scientific method will be provided for landslide prediction.

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Periodical:

Advanced Materials Research (Volumes 1065-1069)

Pages:

240-243

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.1065-1069.240

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Cite this paper

Online since:

December 2014

Authors:

Zhi Qiang Lv*, Bin Sheng Wang, Xiao Xue Zhang

Keywords:

PFC^2D, Safety Factor, Slip Surface, Slope

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* - Corresponding Author

References

[1] Changfu, Chen, Jianfeng Zhu. Calculation Of Coulomb's Earth Pressure Based on Triple Shear Failure Criterion [J]. Chinese Journal Rock Mechanics And Engineering, 2010, 07: 1473-1480.

Google Scholar

[2] Luyu Zhang Yingren Zheng. An extension of simplified Bishop method and its application to noncircular slip surface for slope stability analysis [J]. Chinese Journal Rock Mechanics And Engineering, 2004, 06: 927-929+934.

Google Scholar

[3] Huancun Zhu . PFC And Application Case of Caving Study [J]. Chinese Journal of Rock Mechanics and Engineering, 2006, 09: 1927-(1931).

Google Scholar