2009
DOI: 10.1007/s00024-009-0513-2
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Geometry of the Nojima Fault at Nojima-Hirabayashi, Japan – II. Microstructures and their Implications for Permeability and Strength

Abstract: Samples of damage-zone granodiorite and fault core from two drillholes into the active, strikeslip Nojima fault zone display microstructures and alteration features that explain their measured present-day strengths and permeabilities and provide insight on the evolution of these properties in the fault zone. The least deformed damage-zone rocks contain two sets of nearly perpendicular (60-90°angles), roughly vertical fractures that are concentrated in quartz-rich areas, with one set typically dominating over t… Show more

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Cited by 9 publications
(9 citation statements)
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“…These three zones are referred to in this paper as the 1140, 1312, and 1800 m NIED shear zones. Strength and permeability measurements reported here, as well as petrographic observations presented by (MOORE et al, 2008), all indicate that unlike the other shear zone crossings, the 1800 m NIED shear zone was not activated by the 1995 Kobe earthquake. TANAKA et al (2007) concluded that the main slip of the Kobe earthquake occurred at the 1140 m shear zone.…”
Section: Introductionmentioning
confidence: 68%
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“…These three zones are referred to in this paper as the 1140, 1312, and 1800 m NIED shear zones. Strength and permeability measurements reported here, as well as petrographic observations presented by (MOORE et al, 2008), all indicate that unlike the other shear zone crossings, the 1800 m NIED shear zone was not activated by the 1995 Kobe earthquake. TANAKA et al (2007) concluded that the main slip of the Kobe earthquake occurred at the 1140 m shear zone.…”
Section: Introductionmentioning
confidence: 68%
“…2). Fault core material at this depth contained smectite and other weak clay but also significant amounts of fine-grained quartz, feldspar, calcite and relatively strong alteration minerals (MIZOGUCHI et al, 2008;MOORE et al, 2008;OHTANI et al, 2000;TANAKA et al, 2001TANAKA et al, , 2007. The NIED hole was started 302 m to the SE of the fault trace.…”
Section: Introductionmentioning
confidence: 99%
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“…Faults were interpreted and mapped throughout the extent of the 3D seismic space and also in depth throughout the overburden, caprock and reservoir. Typical permeabilities are in the range of (0.00001 -0.0001 mD) for low permeable fault zones and (0.001 -10 mD) for highly permeable damage zones (Mizoguchi et al 2008;Moore et al 2009). Due to a lack of fault permeability and thickness data for the Snøhvit area, a fault permeability, based on the work of Mizoguchi, Hirose et al 2008 andMoore, Lockner et al 2009, ranging over (0,0001, 1, 50, 100 and 300 mD) (Figure 3a) was used for the simulations concerning the Snøhvit case.…”
Section: Realistic Faults Modelmentioning
confidence: 99%
“…Recent works on the cored Nojima and Chelungpu active faults show relatively weak fine-grained gouges surrounded by more resistant damage zones of fractured rocks . The damage zones act as high permeability conduits for both vertical and horizontal flow whereas the fine-grained gouge acts as relatively impermeable barriers than prevent significant fluid flow across the fault (Doan et al, 2007;Moore et al, 2009). Figure 1 a) Schematic view of damaged zone deformation near active fault: earthquake-induced fracturing networks (black) that are progressively sealed by self-healing and sealing (white) associated with pressure solution creep processes (Fig.…”
Section: Introductionmentioning
confidence: 99%