Probabilistic Slope Stability Assessment Under Seismic Conditions Based on the Generalized Hoek-Brown Criterion
| Autor: | Kai Kang, I. K. Fomenko, O.V. Zerkal, A. A. Ponomarev |
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| Rok vydání: | 2021 |
| Předmět: |
Safety factor
Influence factor Probabilistic logic Soil Science Ocean Engineering Geotechnical Engineering and Engineering Geology General Energy Slope stability Geotechnical engineering Probabilistic analysis of algorithms Geological Strength Index Rock mass classification Geology Water Science and Technology |
| Zdroj: | Soil Mechanics and Foundation Engineering. 58:223-229 |
| ISSN: | 1573-9279 0038-0741 |
| Popis: | A probabilistic slope stability assessment under seismic conditions was conducted based on the generalized Hoek-Brown criterion. The slopes on the left bank of the Mzymta River were investigated in this study. The failure probabilities were presented for various slope angles. Probabilistic analysis revealed the dependence of Hoek-Brown parameters on safety factor. The results show that the biggest influence factor for slope stability is the geological strength index (GSI), i.e., the safety factor depends on rock mass structures. |
| Databáze: | OpenAIRE |
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