“…As shown in Figure c, the effective normal stress and shear stress on the local n ‐ s coordinates of the fracture plane are as follows: where and τ are the effective normal stress and shear stress on the facture plane, respectively, θ is the fracture inclination angle with respect to the vertical axis of the sample, σ 1 is axial stress, σ 3 is confining pressure, and P p is pore pressure which can be estimated as the average of the injection pressure ( P i ) and the production pressure ( P o ): For a given stress condition with a constant confining pressure ( σ 3 ) and an initial axial stress ( σ 1 ), constant axial stress (Bauer et al, ; Nemoto et al, ; Rutter & Hackston, ; Ye, Janis, & Ghassemi, ; Ye, Janis, Ghassemi, & Bauer, ) and constant piston displacement (Ye, Janis, & Ghassemi, ; Ye, Janis, Ghassemi, & Bauer, ) are two different experimental control modes that can be used to induce fracture slip by increasing injection pressure. These two control modes provide two different boundary conditions when running a triaxial shear test.…”