MR004-04
Porosity-permeability changes induced by varying pore pressure and confining pressure in unconventional formations: analysis of core-scale hydro-mechanical data and simulations
Abstract:
The coupled linear poroelastic model and its governing equation is solved with both the finite difference method for fluid (brine) and the finite element model for stress and strain. This core-scale constitutive model is calibrated with experimental data. Preliminary results based on data collected from the literature indicate that porosity decreases as mechanical properties (elastic moduli and strength) increase under the static condition. We hypothesize that the dynamic behavior between porosity and stress might mimic observed (lab-measured) static hydro-mechanical correlations. The primary alteration mechanism of permeability may be explained by the associated alteration of pore surface area induced by interaction among fluid, matrix, and framework grains. One of the goals of our combined modeling and experimental studies is to elucidate the relative roles of fluid properties and rock properties, especially the time-scales for the different hydro- vs. mechanical-processes. Additionally, this study is intended to expand insight about the coupling between hydrodynamics and solid mechanics in the deep subsurface.