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...

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Detalles Bibliográficos
Autores principales: Azarafza, Mohammad, Akgün, Haluk, Feizi-Derakhshi, Mohammad-Reza, Azarafza, Mehdi, Rahnamarad, Jafar, Derakhshani, Reza
Formato: Online Artículo Texto
Lenguaje:English
Publicado: Elsevier 2020
Materias:
Article
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

Internet

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

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