Abstract The present work introduces a numerical method for mathematical modelling of the hydraulic fracture propagation process within a naturally fractured reservoir. We consider a poroelastoplasticity model with rock failure described by an advanced constitutive material model representing the tensile, shear, and compressional failure of the formation. We propose a discretization method for the elastoplastic model coupled to the equations for two-phase fluid flow in porous media. The discretization is based on a collocated cell-centered finite volume method that uses an advanced approximation of the traction vector for mechanics and the conventional single-point upstream-weighted two-point approximation of the Darcy flux. The Biot term coupling of the mechanical and flow models is approximated assuming piecewise constant pore pressure, leading to an inf-sup stable method. To solve the plasticity problem, we use the cutting plane algorithm. The plastic strain tensor derivatives are obtained in the solution process, thus bypassing the necessity of the consistent tangent elastoplastic stiffness tensor. We study the grid convergence for the discrete solution of poroelasticity equations on a set of problems with analytical solutions and demonstrate the application of proposed methods for poroplasticity to tensile fractures near a borehole and hydraulic fracturing experiments.
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