A new criterion for defining the failure of a fractured rock mass slope based on the strength reduction method

A new criterion for defining the failure of a fractured rock mass slope based on the strength reduction method

In this study, a stability analysis approach for fractured rock mass slopes is proposed by combining the strength reduction method (SRM) with the undirected graph theory (UGT). First, the original shear strength parameters of all the fractures are divided by the same reduction coefficient to generat...

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Bibliographic Details
Main Authors: Yuan Wei, Tan Hanhua, Niu Jiandong, Peng Shu, Xue Yanyu, Wang Wei, Sun Xiaoyun
Format: Article
Language:English
Published: Taylor & Francis Group 2020-01-01
Series:Geomatics, Natural Hazards & Risk
Subjects:
fractured rock mass
slope stability analysis
undirected graph theory
strength reduction method
joints and fractures
Online Access:http://dx.doi.org/10.1080/19475705.2020.1814428

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