Reliability-based design of slope angles for spatially varying slopes based on inverse first-order reliability method
Stability analysis and design of soil slopes are a classic problem in geotechnical engineering. The current commonly-used deterministic analysis (e.g., single factor of safety) approach does not quantify the influences of various uncertainties in slope engineering, while the probabilistic analysis a...
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| Format: | Artigo |
| Idioma: | Inglês |
| Publicat: |
Editorial Office of Chinese Journal of Geotechnical Engineering
2021-07-01
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| Col·lecció: | Yantu gongcheng xuebao |
| Matèries: | |
| Accés en línia: | https://www.cgejournal.com/en/article/doi/10.11779/CJGE202107009 |
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