Stability Analysis of Tailing Dam under the Action of Seepage

Hui Ying Zhang; Ai Min Gong; Hai Yan Huang

doi:10.4028/www.scientific.net/AMM.556-562.812

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 556-562Stability Analysis of Tailing Dam under the Action...

Stability Analysis of Tailing Dam under the Action of Seepage

Abstract:

A finite element model of tailings dam model was used to simulate the steady seepage field and analysis the stability under different working conditions. The head contour, velocity, seepage flow and seepage gradient was analyzed. The stability against sliding in this tailings dam was analyzed with the help of the simplified Bishop method which is based on rigid body limit equilibrium coupled with seepage force. The security coefficient under different working conditions was calculated. The analysis result shows that the safety factor meets the specification requirements, and which provides reference for the stability evaluation of tailings dam.

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Periodical:

Applied Mechanics and Materials (Volumes 556-562)

Pages:

812-816

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.556-562.812

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Online since:

May 2014

Authors:

Hui Ying Zhang*, Ai Min Gong, Hai Yan Huang

Keywords:

Security Coefficient, Seepage, Stability, Tailing Dam

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* - Corresponding Author

References

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