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A New Shear Strength Criterion for Rock Masses with Non-Persistent Discontinuities Considering the Nonlinear Progressive Failure Process

The shear strength characteristics of rock masses containing non-persistent discontinuities are strongly affected by discontinuities and rock bridges. The linear Jennings criterion cannot reflect the nonlinear mechanical behavior during progressive failure of rock masses with non-persistent disconti...

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Detalles Bibliográficos
Autores principales:	Zheng, Bowen, Qi, Shengwen, Guo, Songfeng, Huang, Xiaolin, Liang, Ning, Zou, Yu, Luo, Guangming
Formato:	Online Artículo Texto
Lenguaje:	English
Publicado:	MDPI 2020
Materias:	Article
Acceso en línea:	https://www.ncbi.nlm.nih.gov/pmc/articles/PMC7659485/ https://www.ncbi.nlm.nih.gov/pubmed/33105562 http://dx.doi.org/10.3390/ma13214694

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