Limit Analysis of Slopes Reinforced with Multi-Directional Anchors

Ting Kai Nian; Kai Liu; Yan Jun Zhang; Dong Wang

doi:10.4028/www.scientific.net/AMM.501-504.27

Paper Titles

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Numerical Simulation Study on the Delay of Rockburst Based on Rock Mass Stress Release Rate
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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 501-504Limit Analysis of Slopes Reinforced with...

Limit Analysis of Slopes Reinforced with Multi-Directional Anchors

Abstract:

The upper-bound method of limit analysis combined with strength reduction technique is employed to analyze the stability of an earth slope reinforced with multi-directional anchors. A homogeneous and isotropic earth slope reinforced with two rows of anchors is considered. Attempts are made to obtain the optimal angles of anchors. Parametric studies show that, for homogeneous and isotropic slopes, the optimal angle of the first row of anchors is 0°; while the optimal angle of the second row of anchors varies with anchor positions, and generally is less than 15°.

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Periodical:

Applied Mechanics and Materials (Volumes 501-504)

Pages:

27-31

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.501-504.27

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Online since:

January 2014

Authors:

Ting Kai Nian*, Kai Liu, Yan Jun Zhang, Dong Wang

Keywords:

Limit Analysis, Multi-Directional Anchors, Slope Stability, Strength Reduction Technique

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References

[1] F. Cai and K. Ugai: International Journal for Numerical and Analytical Methods in Geomechanics Vol. 27 (2003), p.549.

Google Scholar

[2] W.F. Chen: Limit analysis and soil Plasticity, Elsevier, Amsterdam, (1975).

Google Scholar

[3] T.K. Nian: A Study on Numerical Analysis of Pile-Soil-Slope Interaction and Simplified Design Procedure of Stabilizing Piles Against Landslide. Ph.D. thesis, Dalian University of Technology, China, 2006 (In Chinese).

Google Scholar

[4] X.P. Li, S.M. He and Y. Wu: International Journal for Numerical and Analytical Methods in Geomechanics Vol. 36 (2012), p.1898.

Google Scholar

[5] L.H. Zhao, Q. Luo, L. Li and F. Yang: Rock and Soil Mechanics Vol. 34 (2013), p.426 (In Chinese).

Google Scholar

[6] S.K. Shukla and M.M. Hossain: Soil Dynamics and Earthquake Engineering Vol. 31 (2011), p.841.

Google Scholar