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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 cohesive-frictional 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...

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Detalles Bibliográficos
Autores principales:	Guan, Yanpeng, Liu, Xiaoli, Wang, Enzhi, Wang, Sijing
Formato:	Online Artículo Texto
Lenguaje:	English
Publicado:	MDPI 2017
Materias:	Article
Acceso en línea:	https://www.ncbi.nlm.nih.gov/pmc/articles/PMC5503330/ https://www.ncbi.nlm.nih.gov/pubmed/28772596 http://dx.doi.org/10.3390/ma10030240

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