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[STT18-12] How can we learn on time variation of fault stress state: Case histories of Japan inland active faults
Keywords:stress, fault, hydraulic fracture, borehole breakout
The hydraulic fracturing method is applied to estimate stress magnitudes, assuming that one of three principal stresses has vertical direction and is equal to the overburden pressure. Because the measuring system had large compliance (i. e., large volume of water is necessary to raise pressure in measuring borehole section), the tensile strength of the borehole rock is estimated and apply to next equations: SH = 3Sh - Pb + T - Pp, Sh = Ps; SH maximum horizontal principal stress; Sh minimum horizontal principal stress; Pb breakdown pressure; Pp pore water pressure; Ps shut-in pressure; T tensile strength of borehole rock. The directions of horizontal principal stresses were estimated by observations of borehole breakouts and/or drilling mud pressure induced tensile fractures due to borehole wall imaging logging tool (BHTV borehole televiewer).
Those examples suggested that the stress on the fault plane drops in association with the earthquake and increases toward the next earthquake. However, it is not clear whether the stress increase linearly with time, or change largely just after an earthquake, or increase rapidly just before the earthquake. It is necessary to measure repeatedly in-situ stress to detect effectively the time variation of stress state in and around a fault after an earthquake.
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