Effect of microinhomogeneity on the effective stress coefficients and undrained bulk modulus of a poroelastic medium: A double spherical shell model
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Although most rocks are complex multimineralic aggregates, quantitative interpretation workflows usually ignore this complexity and employ Gassmann equation and effective stress laws that assume a microhomogeneous (monomineralic) rock. Even though the Gassmann theory and effective stress concepts have been generalized to microinhomogeneous rocks, they are seldom if at all used in practice because they require a greater number of parameters, which are difficult to measure or infer from data. Furthermore, the magnitude of the effect of microheterogeneity on fluid substitution and on effective stress coefficients is poorly understood. In particular, it is an open question whether deviations of the experimentally measurements of the effective stress coefficients for drained and undrained elastic moduli from theoretical predictions can be explained by the effect of microheterogeneity. In an attempt to bridge this gap, we consider an idealized model of a microinhomogeneous medium: a Hashin assemblage of double spherical shells. Each shell consists of a spherical pore surrounded by two concentric spherical layers of two different isotropic minerals. By analyzing the exact solution of this problem, we show that the results are exactly consistent with the equations of Brown and Korringa (which represent an extension of Gassmann's equation to microinhomogeneous media). We also show that the effective stress coefficients for bulk volume α, for porosity nϕ and for drained and undrained moduli are quite sensitive to the degree of heterogeneity (contrast between the moduli of the two mineral components).For instance, while for microhomogeneous rocks the theory gives nϕ = 1, for strongly microinhomogenous rocks, nϕ may span a range of values from –∞ to ∞ (depending on the contrast between moduli of inner and outer shells). Furthermore, the effective stress coefficient for pore volume (Biot–Willis coefficient) α can be smaller than the porosity ϕ. Further studies are required to understand the applicability of the results to realistic rock geometries.
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This is the peer reviewed version of the following article: Glubokovskikh, S. and Gurevich, B. 2015. Effect of microinhomogeneity on the effective stress coefficients and undrained bulk modulus of a poroelastic medium: A double spherical shell model. Geophysical Prospecting. 63 (3): pp. 656668, which has been published in final form at http://doi.org/10.1111/13652478.12222.This article may be used for noncommercial purposes in accordance with Wiley Terms and Conditions for SelfArchiving at http://olabout.wiley.com/WileyCDA/Section/id820227.html#terms
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