Analysis on Stability of the Expensive Soil Cutting Slope Based on ANSYS

Bo Tan; Rui Zhang; Yan Ting Lai

doi:10.4028/www.scientific.net/AMM.405-408.299

Paper Titles

Elastic Solutions for a Saturated Isotropic Half Space Subjected to a Fluid Line Sink
p.275

Undrained Shear Strength Characteristics of Natural Silty Clay
p.285

The Bearing Capacity of Footings near Slope Considering the Footing-Soil Interaction
p.290

Anti-Sliding Stability Analysis of Saturated Rock Slope
p.294

Analysis on Stability of the Expensive Soil Cutting Slope Based on ANSYS
p.299

Model Tests on the Layout of Punning Position in Dynamic Compaction for Loess
p.304

Study of Seepage Properties of Fractured Rock Mass Based on Improved K-Means Clustering Algorithm
p.310

Embankment Settlement Calculation Based on the Unsaturated Soils Theory
p.316

Research on Influence of Loose Coverage Rock Fragment Distribution
p.322

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 405-408Analysis on Stability of the Expensive Soil...

Analysis on Stability of the Expensive Soil Cutting Slope Based on ANSYS

Abstract:

Landslide of expansive soil slope is a serious disease and difficult to correct in highway construction. And the mechanism of landslide of expensive soil cutting slope is complex, so the traditional slope analysis method is unable to analyze it to obtain the reasonable explanation. But the numeric analytic method can obtain the stress, strain and plastic zone of side slope analysis the distortion process of earth slope and the latent sliding plane reasonably, adopt the safety factors to evaluate the slope stability, The paper based on ANSYS and adopts the nonlinear and elastoplasticity model of soil, and use the theory of the shear strength reduction method with FEM to analysis the rule of NanYou road expansive soil landslide. Keywords:Expensive soil landslide of cutting slope swelling force FEM

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Periodical:

Applied Mechanics and Materials (Volumes 405-408)

Pages:

299-303

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.405-408.299

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Online since:

September 2013

Authors:

Bo Tan, Rui Zhang, Yan Ting Lai

Keywords:

Expensive Soil, Finite Element Method (FEM), Landslide of Cutting Slope, Swelling Force

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References

[1] Zheng Y R, Zhao S Y . Applications of finite element strength reduction methodin soil slope and rock slope[J]. Journal of rock and soil mechanics and engineering (2004).

Google Scholar

[2] Zhang R, Yang H P, Liu L W. Influence on the deformation and strength of the expansive soil from the load in the process of dry-wet cycling. Collected papers of the 2nd National symposium on unsaturated soil[C]. Zhejiang University. 2005. 4.

Google Scholar

[3] Zhou Y F. Research on swelling deformation rule and constitutive relationof Ningming expensive soil[D]. Master's thesis of Changsha University of Science ＆ Technology. 2004 28～29.

Google Scholar

[4] Qin L S, Zheng J L. Analysis on stress and strain of instability failure mechanism of expansive soil subgrade slope[J]. China Journal of Highway and Transport (2001).

Google Scholar

[5] Liao S W. Expensive soil and Railway engineering[M] Beijing：China Railway Press, 1984 166～168.

Google Scholar