Changes in dynamic shear moduli of carbonate rocks with fluid substitution

Author:

Baechle Gregor T.1234,Eberli Gregor P.1234,Weger Ralf J.1234,Massaferro Jose Luis1234

Affiliation:

1. Formerly University of Miami, Comparative Sedimentology Laboratory, Miami, Florida, U.S.A.; presently ExxonMobil Upstream Research Company, Quantitative Interpretation, Houston, Texas, U.S.A. .

2. University of Miami, Comparative Sedimentology Laboratory, Miami, Florida, U.S.A. .

3. Formerly University of Miami, Comparative Sedimentology Laboratory, Miami, Florida, U.S.A.; presently Repsol-YPF, Mejora de la Exploración, Buenos Aires, Argentina, and Repsol Exploration Advanced Services A.G., Zurich, Switzerland. .

4. Repsol YPF-Dirección Exploración y Desarrollo de Negocio ABB, Buenos Aires, Argentina.

Abstract

To assess saturation effects on acoustic properties in carbonates, we measure ultrasonic velocity on 38 limestone samples whose porosity ranges from 5% to 30% under dry and water-saturated conditions. Complete saturation of the pore space with water causes an increase and decrease in compressional- and shear-wave velocity as well as significant changes in the shear moduli. Compressional velocities of most water-saturated samples are up to [Formula: see text] higher than the velocities of the dry samples. Some show no change, and a few even show a decrease in velocity. Shear-wave velocity [Formula: see text] generally decreases, but nine samples show an increase of up to [Formula: see text]. Water saturation decreases the shear modulus by up to [Formula: see text] in some samples and increases it by up to [Formula: see text] in others. The average increase in the shear modulus with water saturation is [Formula: see text]; the average decrease is [Formula: see text]. The [Formula: see text] ratio shows an overall increase with water saturation. In particular, rocks displaying shear weakening have distinctly higher [Formula: see text] ratios. Grainstone samples with high amounts of microporosity and interparticle macro-pores preferentially show shear weakening, whereas recrystallized limestones are prone to increase shear strengths with water saturation. The observed shear weakening indicates that a rock-fluid interaction occurs with water saturation, which violates one of the assumptions in Gassmann’s theory. We find a positive correlation between changes in shear modulus and the inability of Gassmann’s theory to predict velocities of water-saturated samples at high frequencies. Velocities of water-saturated samples predicted by Gassmann’s equation often exceed measured values by as much as [Formula: see text] for samples exhibiting shear weakening. In samples showing shear strengthening, Gassmann-predicted velocity values are as much as [Formula: see text] lower than measured values. In 66% of samples, Gassmann-predicted velocities show a misfit to measured water-saturated P-wave velocities. This discrepancy between measured and Gassmann-predicted velocity is not caused solely by velocity dispersion but also by rock-fluid interaction related to the pore structure of carbonates. Thus, a pore analysis should be conducted to assess shear-moduli changes and the resultant uncertainty for amplitude variation with offset analyses and velocity prediction using Gassmann’s theory.

Publisher

Society of Exploration Geophysicists

Subject

Geochemistry and Petrology,Geophysics

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