Research of Lower Bound Method for Wedge Slope Subjected to Pore Water Pressure and Earthquake Force

Ze Li; Zhi Lin Liang

doi:10.4028/www.scientific.net/AMM.444-445.951

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 444-445Research of Lower Bound Method for Wedge Slope...

Research of Lower Bound Method for Wedge Slope Subjected to Pore Water Pressure and Earthquake Force

Abstract:

Based on the lower bound theory for the plastic limit analysis, rock slope is divided into rigid block and structural surface. And the mathematical programming model which takes the safety factor as the objective function is established for the calculation of slope stability. This model has to meet the balance equations of the blocks, the Mohr-Coulomb yield conditions and the boundary conditions of slope. In the end, a classic model of rock slope on consideration of the pore water pressure and earthquake force is analyzed, and its lower bound solution is worked out. This result is compared to the result worked out by limiting equilibrium to test the validity and correctness of the method and procedure used in this paper.

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Periodical:

Applied Mechanics and Materials (Volumes 444-445)

Pages:

951-955

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.444-445.951

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Online since:

October 2013

Authors:

Ze Li, Zhi Lin Liang

Keywords:

Block, Factor of Safety, Lower Bound Method, Plastic Limit Analysis, Rock Slope

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