Rock Wedge Stability Analysis by a Level III Reliability Method
In fractured rock masses, discontinuities control the mechanical response of rock slopes. They even define the geometry of a potential failure, known a kinematically controlled failure. Hence, a proper characterization and description are needed to assess their stability. Accordingly, in this work,...
Guardat en:
| Publicat a: | Facultad de Ingeniería |
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| Autors principals: | , |
| Format: | Artigo |
| Idioma: | Inglês |
| Publicat: |
Universidad Pedagógica y Tecnológica de Colombia
2023
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| Matèries: | |
| Accés en línia: | https://www.redalyc.org/articulo.oa?id=413975418008 https://www.redalyc.org/journal/4139/413975418008/ https://www.redalyc.org/journal/4139/413975418008/html/ https://www.redalyc.org/journal/4139/413975418008/413975418008.epub https://www.redalyc.org/journal/4139/413975418008/movil https://doi.org/10.19053/01211129.v32.n63.2023.14768 |
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