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Discontinuous rock slope stability analysis under blocky structural sliding by fuzzy key-block analysis method
This study presents a fuzzy logical decision-making algorithm based on block theory to effectively determine discontinuous rock slope reliability under various wedge and planar slip scenarios. The algorithm was developed to provide rapid response operations without the need for extensive quantitativ...
| Autores principales: | , , , , , |
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| Formato: | Online Artículo Texto |
| Lenguaje: | English |
| Publicado: |
Elsevier
2020
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| Materias: | |
| Acceso en línea: | https://www.ncbi.nlm.nih.gov/pmc/articles/PMC7229499/ https://www.ncbi.nlm.nih.gov/pubmed/32435710 http://dx.doi.org/10.1016/j.heliyon.2020.e03907 |