TY - JOUR
T1 - Laboratory and field verification of a new approach to stress measurements using a dilatometer tool
AU - Ito, T.
AU - Sato, A.
AU - Hayashi, K.
N1 - Funding Information:
The authors wish to thank Dr. D. V. Swenson for his helpful comments on drafts and encouragement. They also wish to thank Mr. S. Takeuchi and Mr. T. Oguma for their assistance in the numerical simulations and the experiments. The work presented here was supported by the Ministry of Education, Science and Culture under Grant-in-Aid (No. 11650076) and the JSPS—Research for Future Program.
PY - 2001/12
Y1 - 2001/12
N2 - A new method is proposed for in-situ stress measurements. The stresses are estimated from the borehole pressure required to open axial fractures emanating from the borehole, similar to hydrofracture stress measurements. However, the borehole is pressurized by inflation of a dilatometer, such as a packer and a sleeve, and the borehole pressure to reopen the fractures is detected from circumferential deformation of the borehole. The fractures are induced by hydraulic fracturing or sleeve fracturing in advance. To demonstrate this method, we developed a new dilatometer tool. The tool consists essentially of a packer around which deformation transducers sensitive to circumferential strain are affixed at 10°-30° intervals. The packer is inflated to touch the borehole wall, and then the packer pressure is increased step-wise and the resultant strains recorded. Initially, the circumferential strain developed around the borehole is radially symmetric. However, this becomes strongly asymmetric once the fractures begin to open. Thus, the records of strain at different locations around the borehole indicate both the reopening pressure and the orientation of fractures. In the case of a vertical borehole, the detected reopening pressure allows us to estimate the maximum horizontal stress on condition that the minimum horizontal stress is estimated using other approaches.
AB - A new method is proposed for in-situ stress measurements. The stresses are estimated from the borehole pressure required to open axial fractures emanating from the borehole, similar to hydrofracture stress measurements. However, the borehole is pressurized by inflation of a dilatometer, such as a packer and a sleeve, and the borehole pressure to reopen the fractures is detected from circumferential deformation of the borehole. The fractures are induced by hydraulic fracturing or sleeve fracturing in advance. To demonstrate this method, we developed a new dilatometer tool. The tool consists essentially of a packer around which deformation transducers sensitive to circumferential strain are affixed at 10°-30° intervals. The packer is inflated to touch the borehole wall, and then the packer pressure is increased step-wise and the resultant strains recorded. Initially, the circumferential strain developed around the borehole is radially symmetric. However, this becomes strongly asymmetric once the fractures begin to open. Thus, the records of strain at different locations around the borehole indicate both the reopening pressure and the orientation of fractures. In the case of a vertical borehole, the detected reopening pressure allows us to estimate the maximum horizontal stress on condition that the minimum horizontal stress is estimated using other approaches.
KW - Borehole deformation
KW - Dilatometer
KW - Hydraulic fracturing
KW - Reopening pressure
KW - Rock stress
KW - Sleeve fracturing
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U2 - 10.1016/S1365-1609(01)00073-9
DO - 10.1016/S1365-1609(01)00073-9
M3 - Article
AN - SCOPUS:0035739771
SN - 1365-1609
VL - 38
SP - 1173
EP - 1184
JO - International Journal of Rock Mechanics and Minings Sciences
JF - International Journal of Rock Mechanics and Minings Sciences
IS - 8
ER -