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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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Published in: | Materials (Basel) |
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Main Authors: | , , , |
Format: | Artigo |
Language: | Inglês |
Published: |
MDPI
2017
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Subjects: | |
Online Access: | https://ncbi.nlm.nih.gov/pmc/articles/PMC5503330/ https://ncbi.nlm.nih.gov/pubmed/28772596 https://ncbi.nlm.nih.govhttp://dx.doi.org/10.3390/ma10030240 |
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