TY - GEN
T1 - Innovative concept of hydrofracturing for deep stress measurement
AU - Ito, T.
AU - Kato, H.
AU - Tanaka, H.
PY - 2006
Y1 - 2006
N2 - For the effective measurement of the reopening pressure in hydraulic fracturing, it is necessary to use the testing equipment with sufficiently small compliance. If not, there is no way to estimate the maximum stress in a plane perpendicular to a borehole, i.e. the maximum horizontal stress assuming a vertical borehole, from the reopening pressure. This limitation makes it difficult to apply the hydraulic fracturing for the measurement of the maximum stress, because the compliance of conventional equipments is generally so large. Taking account of this situation, we propose a new strategy which allows us to do the in-situ tests of hydraulic fracturing for stress measurement at depths more than 1 km. The system consists of two components which are (a) the compact drilling tool with a built-in mudmotor and (b) the packer tool with a built-in pump. Each of them is conveyed in drill pipe on wireline. The compact drilling tool is used to drill an additional hole with 47 mm (AQ size) in diameter and 2-3 m in length at the bottom of an original borehole, and the hydraulic fracturing is carried out in the drilled hole by using the small packer tool.
AB - For the effective measurement of the reopening pressure in hydraulic fracturing, it is necessary to use the testing equipment with sufficiently small compliance. If not, there is no way to estimate the maximum stress in a plane perpendicular to a borehole, i.e. the maximum horizontal stress assuming a vertical borehole, from the reopening pressure. This limitation makes it difficult to apply the hydraulic fracturing for the measurement of the maximum stress, because the compliance of conventional equipments is generally so large. Taking account of this situation, we propose a new strategy which allows us to do the in-situ tests of hydraulic fracturing for stress measurement at depths more than 1 km. The system consists of two components which are (a) the compact drilling tool with a built-in mudmotor and (b) the packer tool with a built-in pump. Each of them is conveyed in drill pipe on wireline. The compact drilling tool is used to drill an additional hole with 47 mm (AQ size) in diameter and 2-3 m in length at the bottom of an original borehole, and the hydraulic fracturing is carried out in the drilled hole by using the small packer tool.
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U2 - 10.1201/9781439833650.ch7
DO - 10.1201/9781439833650.ch7
M3 - Conference contribution
AN - SCOPUS:56249124635
SN - 0415401631
SN - 9780415401630
T3 - Proceedings of the International Symposium on In-situ Rock Stress - In-situ Rock Stress Measurement, Interpretation and Application
SP - 53
EP - 60
BT - Proceedings of the International Symposium on In-situ Rock Stress - In-situ Rock Stress Measurement, Interpretation and Application
PB - Taylor and Francis/ Balkema
T2 - International Symposium on In-situ Rock Stress - In-situ Rock Stress Measurement, Interpretation and Application
Y2 - 19 June 2006 through 21 June 2006
ER -