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- W2390438140 abstract "Based on the excavation of high cutting slope,shear strength reduction method is used to study the evolution of deformation and failure of a highway slope combining with FLAC3D three-dimensional numerical simulation.The results show that the maximum strain increment occurs in the slope of the last occurrence of shear failure slip surface before the damage critical moment of slope,and the strain increment contours should be the most dangerous slip surface;shear failure is the fundamental symmetric of the strip area along with the actual" @default.
- W2390438140 created "2016-06-24" @default.
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- W2390438140 date "2012-01-01" @default.
- W2390438140 modified "2023-09-23" @default.
- W2390438140 title "Numerical Simulation Study on Stability of Loess Highway Slope" @default.
- W2390438140 hasPublicationYear "2012" @default.
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