Figure 5From: Mechanical and hydraulic behavior of a rock fracture under shear deformationResults of influences of JRC on mechanical behavior in the CNS tests. (a) u - τ, b m relation; (b) u - τ relation; (c) σ v - η relation; (d) σ v - τ relation. The stress path well represents the Mohr-Coulomb failure criterion.Back to article page