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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Bibliographic Details
Main Authors: Mohammad Azarafza, Haluk Akgün, Mohammad-Reza Feizi-Derakhshi, Mehdi Azarafza, Jafar Rahnamarad, Reza Derakhshani
Format: Article
Language:English
Published: Elsevier 2020-05-01
Series:Heliyon
Subjects:
Online Access:http://www.sciencedirect.com/science/article/pii/S2405844020307520