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Fluid injection experiments in shale at elevated confining pressures: determination of flaw sizes from mechanical experiments

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Chandler_et_al-2019-Journal_of_Geophysical_Research__Solid_Earth.pdfPublished version1.48 MBAdobe PDFView/Open
Title: Fluid injection experiments in shale at elevated confining pressures: determination of flaw sizes from mechanical experiments
Authors: Chandler, MR
Mecklenburgh, J
Rutter, E
Lee, P
Item Type: Journal Article
Abstract: Triaxial experiments and direct fluid injection experiments have been conducted at confining pressures up to 100 MPa on Mancos shale, Whitby mudstone, Penrhyn slate, and Pennant sandstone. Experiments were conducted with sample axes lying both parallel and perpendicular to layering in the materials. During triaxial failure Penrhyn slate was stronger for samples with cleavage parallel to maximum principal stress, but the two orientations in the shales displayed similar failure stresses. Initial flaw sizes of around 40 μm were calculated from the triaxial data using the wing crack model, with the shales having shorter initial flaws than the nonshales. During direct fluid injection, breakdown was rapid, with no discernible gap between fracture initiation and breakdown. Breakdown pressure increased linearly with confining pressure but was less sensitive to confining pressure than expected from existing models. A fracture mechanics‐based model is proposed to determine the initial flaw size responsible for breakdown in injection experiments. Flaw sizes determined in this way agree reasonably with those determined from the triaxial data in the nonshales at low confining pressures. As confining pressure rises, a threshold is reached, above which the fluid injection experiments suggest a lower initial flaw length of around 10 μm. This threshold is interpreted as being due to the partial closure of flaws. In the shales an initial flaw length of around 10 μm was determined at all confining pressures, agreeing reasonably with those determined through the triaxial experiments.
Issue Date: 1-Jun-2019
Date of Acceptance: 5-May-2019
URI: http://hdl.handle.net/10044/1/73721
DOI: https://doi.org/10.1029/2018JB017207
ISSN: 2169-9313
Publisher: AMER GEOPHYSICAL UNION
Start Page: 5500
End Page: 5520
Journal / Book Title: JOURNAL OF GEOPHYSICAL RESEARCH-SOLID EARTH
Volume: 124
Issue: 6
Copyright Statement: ©2019. The Authors. This is an open access article under the terms of the Creative Commons Attribution License (http://creativecommons.org/licenses/by/4.0/), which permits use, distribution and reproduction in any medium, provided the original work is properly cited.
Keywords: Science & Technology
Physical Sciences
Geochemistry & Geophysics
shale
fracture
rock deformation
fracture mechanics
cracks
flaw sizes
FRACTURE-TOUGHNESS
TENSILE-STRENGTH
BRITTLE SOLIDS
MOHR-COULOMB
STRESS
FAILURE
PROPAGATION
ANISOTROPY
INITIATION
CRACKS
Science & Technology
Physical Sciences
Geochemistry & Geophysics
shale
fracture
rock deformation
fracture mechanics
cracks
flaw sizes
FRACTURE-TOUGHNESS
TENSILE-STRENGTH
BRITTLE SOLIDS
MOHR-COULOMB
STRESS
FAILURE
PROPAGATION
ANISOTROPY
INITIATION
CRACKS
Publication Status: Published
Open Access location: http://10.0.4.5/2018JB017207
Online Publication Date: 2019-05-10
Appears in Collections:Materials