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In situ stress measurements in a borehole close to the Nojima Fault
Authors:Hiroaki Tsukahara  Ryuji Ikeda  Kiyohiko Yamamoto
Institution:Faculty of Science, Shinshu University, Matsumoto 390-8621, Japan (email:;),National Institute for Earth Science and Disaster Prevention, Tsukuba 305-0006, Japan and;Graduate School of Science, Tohoku University, Sendai 980-8578, Japan
Abstract:Abstract In situ stress was measured close to the fault associated with the 1995 Kobe Earthquake (Hyogo-ken Nanbu earthquake; January 1995; M 7.2) using the hydraulic fracturing method. The measurements were made approximately 2 years after the earthquake. The measured points were approximately 40 m from the fault plane at depths of about 1500 m. The maximum and the minimum horizontal compressive stresses were 45 MPa and 31 MPa, respectively. The maximum compressive stress and the maximum shear stress are very small in comparison with those of other seismically active areas. The azimuth of the maximum horizontal compressive stress was estimated from the observed azimuths of well bore breakouts at depths between 1400 m and 1600 m and was found to be N135° (clockwise). The maximum stress axis is perpendicular to the fault strike, N45°. These features are interpreted in terms of a small frictional coefficient of the fault. The shear stress on the fault was released and dropped almost to zero during the earthquake and it has not yet recovered. Zero shear stress on the fault plane resulted from the perpendicular orientation of one of the principal stress to the fault plane.
Keywords:crustal stress  hydraulic fracturing  Hyogo-ken Nanbu earthquake              in situ stress  Kobe earthquake  Nojima Fault  stress measurement
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