Stability Analysis of High-Filling Embankment Based on Nonlinear Finite Element Method

Li Na Yang; Kang Yao; Pei Hua Xu; Guang Yi Zhang

doi:10.4028/www.scientific.net/AMM.275-277.1484

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 275-277Stability Analysis of High-Filling Embankment...

Stability Analysis of High-Filling Embankment Based on Nonlinear Finite Element Method

Abstract:

To construct high grade road in the mountain area will meet the high rock filled embankment inevitably, the high rock filled embankment has become one important temp of the roadbed structure. This paper based on nonlinear elastic-plastic finite element method, by means of numerical simulation, under the stress of weight, external load, strain and displacement variation analysis, which can provide more reliable parameters for the design of High-filling embankment.

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Periodical:

Applied Mechanics and Materials (Volumes 275-277)

Pages:

1484-1488

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.275-277.1484

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Online since:

January 2013

Authors:

Li Na Yang, Kang Yao, Pei Hua Xu, Guang Yi Zhang

Keywords:

High-Filling Embankment, Numerical Simulation, Stability

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