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Detailed Reference Information |
Kwon, O., Kronenberg, A.K., Gangi, A.F., Johnson, B. and Herbert, B.E. (2004). Permeability of illite-bearing shale: 1. Anisotropy and effects of clay content and loading. Journal of Geophysical Research 109: doi: 10.1029/2004JB003052. issn: 0148-0227. |
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Permeability of illite-rich shale recovered from the Wilcox formation and saturated with 1 M NaCl solution varies from 3 ¿ 10-22 to 3 ¿ 10-19 m2, depending on flow direction relative to bedding, clay content (40--65%), and effective pressure Pe (2--12 MPa). Permeability k is anisotropic at low Pe; measured k values for flow parallel to bedding at Pe = 3 MPa exceed those for flow perpendicular to bedding by a factor of 10, both for low clay content (LC) and high clay content (HC) samples. With increasing Pe, k becomes increasingly isotropic, showing little directional dependence at 10--12 MPa. Permeability depends on clay content; k measured for LC samples exceed those of HC samples by a factor of 5. Permeability decreases irreversibly with the application of Pe, following a cubic law of the form k = k0 <1 - (Pe/P1)m>3, where k0 varies over 3 orders of magnitude, depending on orientation and clay content, m is dependent only on orientation (equal to 0.166 for bedding-parallel flow and 0.52 for flow across bedding), and P1 (18--27 MPa) appears to be similar for all orientations and clay contents. Anisotropy and reductions in permeability with Pe are attributed to the presence of crack-like voids parallel to bedding and their closure upon loading, respectively. |
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Abstract |
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Keywords
Physical Properties of Rocks, Permeability and porosity, Physical Properties of Rocks, Transport properties, Physical Properties of Rocks, Microstructure, Hydrology, Groundwater transport, permeability, shale, connected pore space |
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Publisher
American Geophysical Union 2000 Florida Avenue N.W. Washington, D.C. 20009-1277 USA 1-202-462-6900 1-202-328-0566 service@agu.org |
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