Research on Stability Analysis of Soil Slope in Consideration of Creep Property

Abstract:

The Viscoelasto-Plastic Model with Double Yield Surface is introduced in detail. Finite element equations are introduced when the deformation is considered under Coupled Deformation and Seepage Fields. The response of one soil slope is simulated during rapid drawdown of water level by FEM. The results calculated show that the critical slip surfaces and safety factors by two ways are pretty close. To assure the safety of the slope, the design of anti-slide piles is carried out. Those ways used may provide reference to engineering practice.

• Periodical: Applied Mechanics and Materials (Volumes 477-478)
• Pages: 514-518
• DOI: https://doi.org/10.4028/www.scientific.net/AMM.477-478.514
• Online since: December 2013
• Authors: Qing Huan Wang, Yong Quan Li
• Keywords: Coupled Deformation and Seepage, Double Yield Surface, Finite Element Method (FEM), Tube Pile

References

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