Pressure Dependence of Permeability in Cracked Rocks: Experimental Evidence of Non‐Linear Pore‐Pressure Gradients From Local Measurements

Author:

Lin Gang1ORCID,Chapman Samuel1ORCID,Garagash Dmitry2ORCID,Fortin Jérôme1ORCID,Schubnel Alexandre1ORCID

Affiliation:

1. Laboratoire de Géologie Ecole Normale Supérieure/CNRS UMR 8538 PSL University Paris France

2. Department of Civil and Resource Engineering Dalhousie University Halifax NS Canada

Abstract

AbstractUnderstanding 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 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 predicted. Using a compilation of permeability versus Terzaghi's effective pressure data for granites and basalts, we show that our micromechanics‐based model has the potential to predict the pore pressure distribution over the range of effective pressures expected within the brittle crust.

Funder

Centre National de la Recherche Scientifique

Publisher

American Geophysical Union (AGU)

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