Numerical simulation of triaxial compression test for brittle rock sample using a modified constitutive law considering degradation and dilation behavior

Title
Numerical simulation of triaxial compression test for brittle rock sample using a modified constitutive law considering degradation and dilation behavior
Authors
Keywords
progress failure, strength degradation, dilation, Hoek-Brown criterion, numerical simulation, brittle rock
Journal
Journal of Central South University
Volume 22, Issue 8, Pages 3097-3107
Publisher
Springer Nature
Online
2015-08-05
DOI
10.1007/s11771-015-2846-6

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