Nonlinear Analysis Method for Evaluating the Seismic Stability of Rock Slopes Considering Progressive Failure
| Autor: | Makoto Ishimaru, Kenji Oikawa, Tadashi Kawai, Kazumasa Hashi |
|---|---|
| Rok vydání: | 2018 |
| Předmět: |
021110 strategic
defence & security studies Seismic stability Seismic response analysis 0211 other engineering and technologies 02 engineering and technology Geotechnical Engineering and Engineering Geology Oceanography Residual Stability (probability) Physics::Geophysics Nonlinear system Geophysics Geotechnical engineering Analysis method Geology 021101 geological & geomatics engineering |
| Zdroj: | Journal of Earthquake and Tsunami. 12:1841008 |
| ISSN: | 1793-7116 1793-4311 |
| DOI: | 10.1142/s1793431118410087 |
| Popis: | 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. |
| Databáze: | OpenAIRE |
| Externí odkaz: |
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