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Pressure dependence of permeability in cracked rocks: experimental evidence of non-linear pore-pressure gradients from local measurements
  • +2
  • Gang Lin,
  • Samuel Chapman,
  • Dmitry Garagash,
  • Jérôme Fortin,
  • Alexandre Schubnel
Gang Lin
Laboratoire de Géologie, UMR 8538, Ecole Normale Supérieure/CNRS, PSL Research University

Corresponding Author:[email protected]

Author Profile
Samuel Chapman
Laboratoire de Géologie, UMR 8538, Ecole Normale Supérieure/CNRS, PSL Research University
Dmitry Garagash
Department of Civil and Resource Engineering, Dalhousie University
Jérôme Fortin
Laboratoire de Géologie, UMR 8538, Ecole Normale Supérieure/CNRS, PSL Research University
Alexandre Schubnel
Laboratoire de Géologie, UMR 8538, Ecole Normale Supérieure/CNRS, PSL Research University

Abstract

Understanding the coupling between rock permeability, pore pressure, and fluid flow is crucial, as fluids play an important role in the Earth’s crustal dynamics. We measured the distribution of fluid pressure during fluid-flow experiments on two typical crustal lithologies, granite and basalt. Our results demonstrate that the pore-pressure distribution transitions from a linear to a non-linear profile as the imposed pore-pressure gradient is increased (from 2.5 MPa to 60 MPa) across the specimen. This non-linearity results from the effective pressure dependence of permeability, for which two analytical formulations were considered: an empirical exponential and a new micromechanics-based model. In both cases, the non-linearity of pore pressure distribution is well predicted. However, using a compilation of permeability vs. effective pressure data for granites and basalts, we show that our micromechanics-based model, which combines the rough crack asperity model and cubic law theories, outperforms the exponential formulation at low effective pressures.
08 Apr 2024Submitted to ESS Open Archive
12 Apr 2024Published in ESS Open Archive