“…Results of the hydromechanical modeling of enhanced oil recovery in northern Alberta showed that stress changes in the reservoir induced surface heave (varied from 4 to 18 cm at different sites) measured by geomechanics (Pearse et al, 2014). Elastic moduli (i.e., Young's modulus, Poisson's ratio, bulk modulus, shear modulus) and poroelastic constant (i.e., Biot coefficient) of the reservoir are constant inputs in the hydromechanical modeling to estimate, forecast and historymatch Earth surface uplift (Bjørnarå et al, 2018;Zheng et al, 2019;Raziperchikolaee and Pasumarti, 2020b) as well as other aspects of poroelastic responses including reservoir's stress path estimation (Vidal-Gilbert et al, 2010;Li and Laloui, 2016;Raziperchikolaee et al, 2019), fault activation prediction (Mazzoldi et al, 2012;Jha and Juanes, 2014;van et al, 2019), and induced seismicity (Raziperchikolaee and Miller, 2015). In this work, the changes in Biot coefficient and elastic moduli as a function of pore pressure and stress were reviewed using available experimental measurements for different rock types.…”