Following the first report where breakdown pressure
Pbwas discussed proposing normalized pressurization-rate, this second report deals with the data evaluation in rock-stress measurement.
At large normalized pressurization rate, maximum horizontal stress
SHwas readily calculated with the conventional criterion using
Pb. From this result, sufficiently large pressurization rate, if possible, is strongly recommended. Otherwise, small enough normalized pressurization rate together with the Haimson's equation is suitable.
Reopening pressure
Prgave a similar trend with minimum horizontal stress
Sh, though reading of
Pris slightly indistinct. The difference between
Pband
Prroughly coincided with the tensile strength obtained by Brazilian test.
Several method to determine shut-in pressure
Pswas tried. The values obtained by Muskat and two-line methods coincided well giving slightly lower value than the first deflection point Pctc on the
dt/
dP-
Pcurve. Pctc was approximately the same as shut-in pressure in step flow rate test,
Pspq. It should be noted that this
PsPqgave a remarkably smooth distribution.
Finally, the measured rock-stress is compared with those measured by other workers.
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