Use of the equivalent continuum approach to model the behavior of a rock mass containing an interlayer shear weakness zone in an underground cavern excavation

Published 2015 View Full Article

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Title
Use of the equivalent continuum approach to model the behavior of a rock mass containing an interlayer shear weakness zone in an underground cavern excavation
Authors
Keywords
Mathematical model, Virtual rock mass, Transverse isotropy, Rock–soil composite material, Deformation prediction
Journal
TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY
Volume 47, Issue -, Pages 35-51
Publisher
Elsevier BV
Online
2015-01-10
DOI
10.1016/j.tust.2014.12.006

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