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Ejection velocity v i (m/s) as a function of confining pressure (5, 50 MPa) at the source, calculated using Fagents and Wilson (1993).

Compressional and shear wave velocities in a dry sample (AJG02) are shown as a function of confining pressure in Fig. 3.

By using the estimated crack density parameter, the compressional and shear wave velocities were calculated as a function of confining pressure for the saturation degrees of 80, 90, and 100%% (Fig. 8).

Compressional and shear wave velocities and electrical conductivity are shown in Fig. 6 as a function of confining and pore-fluid pressures.

Velocities and conductivity are shown as a function of confining pressure at different pore-fluid pressures (in MPa; see labels).

The estimated crack density parameter in Sample AJG02 is shown in Fig. 7 as a function of confining pressure.

Volumetric strain in a dry rock sample (AJG07) is shown in Fig. 4 as a function of confining pressure.

Fig. 4 Volumetric strain of dry rock sample AJG07 as a function of confining pressure.

Fig. 7 Crack density parameter in dry sample AJG02 as a function of confining pressure.

Electrical conductivity was measured in brine-saturated sample AJG04 as a function of confining pressure.

Compressional and shear wave velocities and electrical conductivity are shown in Fig. 5 as a function of confining pressure.