TY - GEN
T1 - Comprehensive evaluation of the initial rock stress carried out as part of a 2000m all core borehole investigation
AU - Nayuki, T.
AU - Ando, K.
AU - Onishi, K.
AU - Nishizaka, N.
AU - Ishikawa, Y.
AU - Ohno, Y.
AU - Kato, S.
AU - Ito, T.
N1 - Publisher Copyright:
© 2014 by Japanese Committee for Rock Mechanics.
PY - 2014
Y1 - 2014
N2 - In the field of tectonic stress measurement, it is generally acknowledged that measuring the initial stress with high accuracy is difficult. We think the best approach to evaluate the initial rock stress is to carry out tests using multiple stress measurement techniques, to organize their mutual relationship and after reviewing the results, to performing a comprehensive evaluation, rather than reaching a conclusion based on a single measurement. A hydraulic fracturing test has been carried out in-situ. Using the retrieved core, the DSCA method and a new technique that uses the Diametrical Core Deformation Analysis (DCDA) has been carried out. Furthermore, using BHTV measurements, the breakout of the borehole has been confirmed and its occurrence has been interpreted. In this study, the maximum and minimum principal stress, as well as the direction of the maximum principal stress in the horizontal plane, has been estimated based on a comprehensive evaluation of the above mentioned results. Based on the each tests and the comprehensive evaluation, the direction of the maximum principal stress in the horizontal plane is estimated to be 85 degrees, the magnitude of the maximum principal stress at 1,700m depth to be between approximately 37 and 42MPa, and the magnitude of the minimum principal stress to be between approximately 34 and 38MPa. These results are consistent with the regional stress field derived from focal mechanism analysis.
AB - In the field of tectonic stress measurement, it is generally acknowledged that measuring the initial stress with high accuracy is difficult. We think the best approach to evaluate the initial rock stress is to carry out tests using multiple stress measurement techniques, to organize their mutual relationship and after reviewing the results, to performing a comprehensive evaluation, rather than reaching a conclusion based on a single measurement. A hydraulic fracturing test has been carried out in-situ. Using the retrieved core, the DSCA method and a new technique that uses the Diametrical Core Deformation Analysis (DCDA) has been carried out. Furthermore, using BHTV measurements, the breakout of the borehole has been confirmed and its occurrence has been interpreted. In this study, the maximum and minimum principal stress, as well as the direction of the maximum principal stress in the horizontal plane, has been estimated based on a comprehensive evaluation of the above mentioned results. Based on the each tests and the comprehensive evaluation, the direction of the maximum principal stress in the horizontal plane is estimated to be 85 degrees, the magnitude of the maximum principal stress at 1,700m depth to be between approximately 37 and 42MPa, and the magnitude of the minimum principal stress to be between approximately 34 and 38MPa. These results are consistent with the regional stress field derived from focal mechanism analysis.
KW - Borehole breakout
KW - Comprehensive evaluation
KW - Diametrical core deformation analysis
KW - Hydraulic fracturing method
KW - Initial rock stress
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M3 - Conference contribution
AN - SCOPUS:84962376215
T3 - ISRM International Symposium - 8th Asian Rock Mechanics Symposium, ARMS 2014
SP - 2215
EP - 2223
BT - ISRM International Symposium - 8th Asian Rock Mechanics Symposium, ARMS 2014
A2 - Kaneko, null
A2 - Kodama, null
A2 - Shimizu, null
PB - International Society for Rock Mechanics
T2 - 8th Asian Rock Mechanics Symposium, ARMS 2014
Y2 - 14 October 2014 through 16 October 2014
ER -