We present triaxial experiments on a suite of reservoir rock at a range of different pressure conditions.
Despite a brittle failure mode, high-porosity and/or highly altered rock can suffer a net porosity decrease after triaxial deformation.
Brittle deformation may increase or decrease permeability, depending on sample porosity and alteration.
We provide a Hoek-Brown failure criterion for typical Rotokawa Andesite.
Finite element modelling shows that brittle failure of intact rock (and therefore off-fault seismicity) is unlikely during production and injection.