Slope stability assessment of an open pit using lattice-spring-based synthetic rock mass (LS-SRM) modeling approach

Discontinuity waviness is one of the most important properties that influence shear strength of jointed rock masses, and it should be incorporated into numerical models for slope stability assessment. However, in most existing numerical modeling tools, discontinuities are often simplified into plana...

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Detalhes bibliográficos

Principais autores:	Subash Bastola, Ming Cai, Branko Damjanac
Formato:	Artigo
Idioma:	Inglês
Publicado em:	Elsevier 2020-10-01
coleção:	Journal of Rock Mechanics and Geotechnical Engineering
Assuntos:	Lattice-spring-based synthetic rock mass (LS-SRM) modeling Non-planar discontinuities Slope stability Slope model Discrete fracture network (DFN) modeling
Acesso em linha:	http://www.sciencedirect.com/science/article/pii/S1674775520300767
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