Stability Analysis of Mountain Slope Based on Finite Element and Discrete Element

Wei Bin Yuan; Cheng Min Ye; Ji Yao; Lie De Wang

doi:10.4028/www.scientific.net/AMM.170-173.1087

Paper Titles

The Anlysis of Sand Particle Dynamic Characteristic on Sand of Storm Two-Phase Flow
p.1068

Sensitive Analysis of Factors Affecting Soil Slope Stability
p.1072

Stability Analysis and Treatment of a Landslide Engineering Along a Highway
p.1076

Characteristics and Controlling Factors of Cambrian Dolomite Reservoirs in the Northern Tarim Basin
p.1082

Stability Analysis of Mountain Slope Based on Finite Element and Discrete Element
p.1087

Analysis on Settlement of Peat Soil Foundation under Well Ditch Treatment
p.1093

Preliminary Study on the Deformation of Yuxi Basin under Gravity Action by Nonlinear Finite Element Simulation
p.1097

The Research Methods of Mechanical Characteristics on the Soil-Structure Interface
p.1107

Mechanism Analysis of Tectonic-Type Ground Fissures in Shanxi down-Faulted Basin
p.1111

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 170-173Stability Analysis of Mountain Slope Based on...

Stability Analysis of Mountain Slope Based on Finite Element and Discrete Element

Abstract:

In recent year, the foundations of the stability analysis of slope were provided by the development of finite element and discrete element method. Using finite element and discrete element method, the stability analysis of three typical slopes of shiwu thorp of Quzhou was carried out. The safety factors of slope profile were obtained. Based on the judgment criterion of slope stability，the slopes stability of shiwu thorp was judged. The results showed that the way to analyze the stability of soil slope is feasible.

You might also be interested in these eBooks

View Preview

Info:

Periodical:

Applied Mechanics and Materials (Volumes 170-173)

Pages:

1087-1090

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.170-173.1087

Citation:

Cite this paper

Online since:

May 2012

Authors:

Wei Bin Yuan, Cheng Min Ye, Ji Yao, Lie De Wang

Keywords:

Discrete Element, Finite Element, Stability Factor, Stability of Slope

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] E. Onate and J. Rojek: Combination of discrete element and finite element methods for dynamic analysis of geomechanics problems. Computer methods in applied mechanics and engineering. Vol.193 (2004), p.3087–3128

DOI: 10.1016/j.cma.2003.12.056

Google Scholar

[2] K.P. Hou and Y.F. Ruan: Simulating: Study on Slope Stability with Discrete Element Method. Journal of Kunming University of Science and Technology. Vol. 25(1) (2000), pp.92-94

Google Scholar

[3] X.D.Fu, P.Y. Qian and Z.D. Liu: The reliability analysis for slope stability by perturbation stochastic finite element method. Rock and Soil Mechanics. Vol.22 (4) (2001), pp.413-418

Google Scholar

[4] W.W. Zhu and X. Huang: Influence of Relative Grid Height on Safety Factor in Slope Stability Analysis with Finite Element Method. Henan Science. Vol.29 (6) (2001), pp.703-706

Google Scholar

[5] Y.C.Li and Z.L.Lu: Finite element iteration method for stability safety factor of slopes against sliding. Chinese Journal of Rock Mechanics and Engineering. Vol.22 (3) (2003), pp.446-450

Google Scholar

[6] M.W. Guo, X.R. Ge, S.L. Wang and H.Wang. Dynamic stability analysis of slope based on vector sum analysis method. Chinese Journal of Rock Mechanics and Engineering. Vol. 30(3) (2011), pp.572-579

DOI: 10.3724/sp.j.1235.2011.00282

Google Scholar