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Please use this identifier to cite or link to this item: http://hdl.handle.net/2122/2308

Authors: Benson, P.*
Schubnel, A.*
Vinciguerra, S.*
Trovato, C.*
Meredith, P. G.*
Young, P. R.*
Title: Physical and transport properties of isotropic and anisotropic cracked rocks under hydrostatic pressure
Title of journal: J. Geophys. Res.
Series/Report no.: /111 (2006)
Publisher: Agu
Issue Date: 2006
DOI: 10.1029/2005JB003710
Keywords: microcracked
rocks
Abstract: A key consequence of the presence of microcracks within rock is their significant influence upon elastic anisotropy and transport properties. Here two rock types (a basalt and a granite) with contrasting microstructures, dominated by microcracks, have been investigated using an advanced experimental arrangement capable of measuring porosity, P wave velocity, S wave velocity, and permeability contemporaneously at effective pressures up to 100 MPa. Using the Kachanov (1994) noninteractive effective medium theory, the measured elastic wave velocities are inverted using a least squares fit, permitting the recovery of the evolution of crack density and aspect ratio with increasing isostatic pressure. Overall, the agreement between measured and predicted velocities is good, with average error less than 0.05 km/s. At larger scales and above the percolation threshold, macroscopic fluid flow also depends on the crack density and aspect ratio. Using the permeability model of Gue´guen and Dienes (1989) and the crack density and aspect ratio recovered from the elastic wave velocity inversion, we successfully predict the evolution of permeability with pressure for direct comparison with the laboratory measurements. We also calculate the evolution of the crack porosity with increasing isostatic pressure, on the basis of the calculated crack density, and compare this directly with the experimentally measured porosity. These combined experimental and modeling results illustrate the importance of understanding the details of how rock microstructures change in response to an external stimulus when predicting the simultaneous evolution of rock physical properties.
Appears in Collections:04.01.04. Mineral physics and properties of rocks
Papers Published / Papers in press

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