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- W2808908090 abstract "This study investigated the applicability of a nonlinear analysis method that considers progressive failure to evaluating the stability of rock slopes, including post-earthquake residual displacement. The vibration step of the nonlinear analysis, which begins after residual displacement occurs, was found to match that of a dynamic centrifugal model test. The nonlinear analysis was concluded to be relatively conservative because it calculated a slightly larger residual displacement than that observed during the model test. A real-scale soft rock slope was analyzed, and the results showed that the proposed analysis method is useful for evaluating slope seismic stability, including post-earthquake residual displacements." @default.
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- W2808908090 date "2018-10-01" @default.
- W2808908090 modified "2023-09-24" @default.
- W2808908090 title "Nonlinear Analysis Method for Evaluating the Seismic Stability of Rock Slopes Considering Progressive Failure" @default.
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- W2808908090 doi "https://doi.org/10.1142/s1793431118410087" @default.
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