Constitutive Behaviour of Brittle Layered Rocks Using a 3D Anisotropic Hoek and Brown Model
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Publisher
Springer International Publishing
Link
http://link.springer.com/content/pdf/10.1007/978-3-030-64514-4_47
Reference17 articles.
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4. Pietruszczak, S., Mroz, Z.: On failure criteria for anisotropic cohesive-frictional materials. Int. J. Numer. Anal. Meth. Geomech. 25, 509–524 (2001)
5. Francois, B., Labiouse, V., Dizier, A., Marinelli, F., Charlier, R., Collin, F.: Hollow cylinder tests on Boom Clay: modelling of strain localization in the anisotropic excavation damaged zone. Rock Mech. Rock Eng. 47(1), 71–86 (2014)
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