TY - GEN
T1 - Permeability-Friction Relationships for Propped Fractures in Shale
AU - Yu, Jiayi
AU - Wang, Jiehao
AU - Li, Yan
AU - El-Fayoumi, Amr
AU - Wu, Ruiting
AU - Liu, Xiaolong
AU - Rijken, Peggy
AU - Rathbun, Andrew P.
AU - Elsworth, Derek
N1 - Publisher Copyright:
© 2022 ARMA, American Rock Mechanics Association.
PY - 2022
Y1 - 2022
N2 - We investigate controls on fluid transfer into massive hydraulic fractures due to reactivation of, and proppant penetration into, oblique fractures transecting the main fracture face during long-term reservoir depletion through tightly constrained laboratory experiments. Permeability evolution of fracture-contained proppant permeability/conductivity is highly sensitive to both normal stress and proppant loading concentration and less sensitive to shear displacement rate. By experimentally examining the shale and steel fractures-as an analog to end-member manifestations of soft/weak and hard/strong fracture surfaces-and calibrating using granular mechanics models (DEM), we conclude that the evolution of friction-permeability relationship of a propped shale fracture is largely controlled by the rock friction/rigidity. To be specific, propped hard/strong fractures show a continuous permeability decay at near-constant rate throughout a shear deformation. Conversely, permeability of soft/weak fractures declines rapidly during pre-steady-state-friction then declines more slowly after transitioning to steady-state-friction. We posit that weak fracture walls accommodate shear deformation via the combined effects of distributed deformation across the interior of the proppant pack and from sliding at the fracture-proppant interface. However, strong rocks accommodate shear deformation primarily through distributed deformation within the proppant pack.
AB - We investigate controls on fluid transfer into massive hydraulic fractures due to reactivation of, and proppant penetration into, oblique fractures transecting the main fracture face during long-term reservoir depletion through tightly constrained laboratory experiments. Permeability evolution of fracture-contained proppant permeability/conductivity is highly sensitive to both normal stress and proppant loading concentration and less sensitive to shear displacement rate. By experimentally examining the shale and steel fractures-as an analog to end-member manifestations of soft/weak and hard/strong fracture surfaces-and calibrating using granular mechanics models (DEM), we conclude that the evolution of friction-permeability relationship of a propped shale fracture is largely controlled by the rock friction/rigidity. To be specific, propped hard/strong fractures show a continuous permeability decay at near-constant rate throughout a shear deformation. Conversely, permeability of soft/weak fractures declines rapidly during pre-steady-state-friction then declines more slowly after transitioning to steady-state-friction. We posit that weak fracture walls accommodate shear deformation via the combined effects of distributed deformation across the interior of the proppant pack and from sliding at the fracture-proppant interface. However, strong rocks accommodate shear deformation primarily through distributed deformation within the proppant pack.
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M3 - Conference contribution
AN - SCOPUS:85149248872
T3 - 56th U.S. Rock Mechanics/Geomechanics Symposium
BT - 56th U.S. Rock Mechanics/Geomechanics Symposium
PB - American Rock Mechanics Association (ARMA)
T2 - 56th U.S. Rock Mechanics/Geomechanics Symposium
Y2 - 26 June 2022 through 29 June 2022
ER -