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

Internet

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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