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EXPERIMENTAL DETERMINATION OF THE EFFECTIVE PRESSURE COEFFICIENTS FOR BRAZILIAN LIMESTONES AND SANDSTONES

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Figura 1 – Schematic diagram illustrating how to compute the derivatives on the numerator and denomi- denomi-nator in the experimental equation for the effective-stress coefficient (Eq
Table 1 – Petrophysical properties of the limestone samples.
Figure 3 shows thin sections images of the sandstone facies, with detail of the fringes as well as a SEM image illustration the grain boundaries.
Figure 4 – Velocity curves for sample 5005 as a function of confining pressure for zero porepressure (dots) along with constant differential pressure curves.
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