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- W2354706593 abstract "According to the problem of slope stability under flexible protection for the high steep rock slope stability,the updated Lagrangian method of elasto-plastic large deformation FEM is introduced and not only the nonlinearity of rock material but also the geometric nonlinearity in the process of failure stability is considered.And during calculation,the strength reduction coefficient is utilized to calculate the safety factor of the slope. The numerical analysis results show that the proposed flexible protection system considering large deformation is valid and applicable to the high steep rock slope engineering." @default.
- W2354706593 created "2016-06-24" @default.
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- W2354706593 date "2009-01-01" @default.
- W2354706593 modified "2023-09-28" @default.
- W2354706593 title "Large deformation fem analysis of high steep rock slope stability under flexible protection" @default.
- W2354706593 hasPublicationYear "2009" @default.
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