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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...

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Detalhes bibliográficos
Publicado no:Heliyon
Main Authors: Azarafza, Mohammad, Akgün, Haluk, Feizi-Derakhshi, Mohammad-Reza, Azarafza, Mehdi, Rahnamarad, Jafar, Derakhshani, Reza
Formato: Artigo
Idioma:Inglês
Publicado em: Elsevier 2020
Assuntos:
Acesso em linha:https://ncbi.nlm.nih.gov/pmc/articles/PMC7229499/
https://ncbi.nlm.nih.gov/pubmed/32435710
https://ncbi.nlm.nih.govhttp://dx.doi.org/10.1016/j.heliyon.2020.e03907
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