Código QR (código de barras bidimensional)

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...

Fuld beskrivelse

Na minha lista:
Principais autores: Subash Bastola, Ming Cai, Branko Damjanac
Format: Artigo
Sprog:Inglês
Udgivet: Elsevier 2020-10-01
Serier:Journal of Rock Mechanics and Geotechnical Engineering
Fag:
Lattice-spring-based synthetic rock mass (LS-SRM) modeling
Non-planar discontinuities
Slope stability
Slope model
Discrete fracture network (DFN) modeling
Online adgang:http://www.sciencedirect.com/science/article/pii/S1674775520300767
Tags: Tilføj Tag
Ingen Tags, Vær først til at tagge denne postø!

Lignende værker