... strength factor (ESF) calibrated against field sanding observations. The numerical method uses a poro-elasto-plastic material model with a material model defined from triaxial compressive tests and a critical strain limit (CSL) as the failure criterion numerically determined from the failure of laboratory...

... and critically stressed regions. upstream oil & gas geomechanical forward modeling porosity hydraulic fracturing shear strain well-2 northeast betara field evolution complex reservoir calibration betara field different geological time modeling & simulation fracture intensity forward...