TY - GEN
T1 - A Reinterpretation of Fracture Toughness from Fluid Injection Testing
AU - Gao, Yue
AU - Eve, Robin
AU - Heller, Robert
AU - Ispas, Ion
AU - McLennan, John
AU - Detournay, Emmanuel
N1 - Funding Information:
The authors acknowledge the support of bp, in sponsoring the research that laid the foundation for this work, as well as for providing the experimental data and permission to publish it. Support of YG and ED to conduct the analysis reported in this paper was provided by the T.W. Bennett Chair in Mining Engineering and Rock Mechanics.
Publisher Copyright:
© 2021 ARMA, American Rock Mechanics Association
PY - 2021
Y1 - 2021
N2 - There is an long-standing debate in the rock mechanics community about the dependence of fracture toughness KIc on the confining stress. One of the tests used to assess this dependence relies on injecting fluid into a slotted borehole drilled along the axis of a cylindrical sample and interpreting the toughness from the breakdown pressure (Abou-Sayed et al. 1978). However, the interpretation of the observed breakdown pressure relies critically on assuming that (i) the fluid pressure in the slots and the cracks ahead is uniform and (ii) the peak (breakdown) pressure is the fracture initiation pressure. The model described in this paper challenges these assumptions by considering a fluid lag at the tip of the hydraulic fracture growing from the pre-existing notches and by incorporating the hydraulic compliance of the injection system. This model indicates that the peak pressure generally differs from the fracture initiation pressure due to an episode of stable hydraulic fracture propagation following initiation. The difference between the peak pressure and the fracture initiation pressure increases with the fluid viscosity and the confining pressure, which leads to an artificial dependence of the toughness on the confining pressure if the peak pressure is interpreted as the initiation pressure. Comparison between the predicted and experimental peak pressure for a series of tests on cement samples indicates similar trends between experiments and numerical simulations. However, the predicted peak pressure generally underestimates the experimental one.
AB - There is an long-standing debate in the rock mechanics community about the dependence of fracture toughness KIc on the confining stress. One of the tests used to assess this dependence relies on injecting fluid into a slotted borehole drilled along the axis of a cylindrical sample and interpreting the toughness from the breakdown pressure (Abou-Sayed et al. 1978). However, the interpretation of the observed breakdown pressure relies critically on assuming that (i) the fluid pressure in the slots and the cracks ahead is uniform and (ii) the peak (breakdown) pressure is the fracture initiation pressure. The model described in this paper challenges these assumptions by considering a fluid lag at the tip of the hydraulic fracture growing from the pre-existing notches and by incorporating the hydraulic compliance of the injection system. This model indicates that the peak pressure generally differs from the fracture initiation pressure due to an episode of stable hydraulic fracture propagation following initiation. The difference between the peak pressure and the fracture initiation pressure increases with the fluid viscosity and the confining pressure, which leads to an artificial dependence of the toughness on the confining pressure if the peak pressure is interpreted as the initiation pressure. Comparison between the predicted and experimental peak pressure for a series of tests on cement samples indicates similar trends between experiments and numerical simulations. However, the predicted peak pressure generally underestimates the experimental one.
UR - http://www.scopus.com/inward/record.url?scp=85123165715&partnerID=8YFLogxK
M3 - Conference contribution
AN - SCOPUS:85123165715
T3 - 55th U.S. Rock Mechanics / Geomechanics Symposium 2021
SP - 375
EP - 381
BT - 55th U.S. Rock Mechanics / Geomechanics Symposium 2021
PB - American Rock Mechanics Association (ARMA)
T2 - 55th U.S. Rock Mechanics / Geomechanics Symposium 2021
Y2 - 18 June 2021 through 25 June 2021
ER -