The Stability Analysis Method of the Cohesive Granular Slope on the Basis of Graph Theory

The Stability Analysis Method of the Cohesive Granular Slope on the Basis of Graph Theory

This paper attempted to provide a method to calculate progressive failure of the cohesivefrictional granular geomaterial and the spatial distribution of the stability of the cohesive granular slope. The methodology can be divided into two parts: the characterization method of macro-contact and the a...

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Bibliographic Details
Main Authors: Yanpeng Guan, Xiaoli Liu, Enzhi Wang, Sijing Wang
Format: Article
Language:English
Published: MDPI AG 2017-02-01
Series:Materials
Subjects:
stability analysis
progressive failure
slope stability
DEM (discrete element method)
particle
macro-contact
Online Access:http://www.mdpi.com/1996-1944/10/3/240

Internet

http://www.mdpi.com/1996-1944/10/3/240

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