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What is Limit Analysis of Soil Slopes with Pore-Water about?

This paper discusses the limit analysis of soil slopes under pore-water pressures, emphasizing the limitations of the traditional limit-equilibrium method and proposing a more rigorous approach using finite-element formulations. The authors utilize lower- and upper-bound theorems of plasticity to establish bounds on the true solution, incorporating pore-water pressure effects into their analysis. The study aims to compare the accuracy of Bishop’s simplified method with the proposed limit analysis solutions

Author

quy truong

Language

EN