TY - JOUR
T1 - Experimental study of compaction localization in carbonate rock and constitutive modeling of mechanical anisotropy
AU - Shahin, Ghassan
AU - Papazoglou, Athanasios
AU - Marinelli, Ferdinando
AU - Viggiani, Gioacchino
AU - Buscarnera, Giuseppe
N1 - Funding Information:
This work is a result of a collaboration between Northwestern University and Université Grenoble-Alpes. G.B. gratefully acknowledges the financial support of the U.S. Department of Energy (grant DE-SC0017615 awarded to Northwestern University). G.S. and F.M. were financially supported by this grant. A.P. and G.V. were financially supported by a grant from Université Grenoble-Alpes. Laboratoire 3SR is part of the LabEx Tec 21 (Investissements d'Avenir–Grant Agreement No. ANR-11-LABX-0030). Finally, the authors are grateful to J. Urai (University of Aachen, Germany), for his useful insight about the significance of pressure solution in anisotropic carbonate rocks.
Funding Information:
This work is a result of a collaboration between Northwestern University and Université Grenoble‐Alpes. G.B. gratefully acknowledges the financial support of the U.S. Department of Energy (grant DE‐SC0017615 awarded to Northwestern University). G.S. and F.M. were financially supported by this grant. A.P. and G.V. were financially supported by a grant from Université Grenoble‐Alpes. Laboratoire 3SR is part of the LabEx Tec 21 (Investissements d'Avenir–Grant Agreement No. ANR‐11‐LABX‐0030). Finally, the authors are grateful to J. Urai (University of Aachen, Germany), for his useful insight about the significance of pressure solution in anisotropic carbonate rocks.
Publisher Copyright:
© 2022 The Authors. International Journal for Numerical and Analytical Methods in Geomechanics published by John Wiley & Sons Ltd.
PY - 2022/9
Y1 - 2022/9
N2 - Sedimentary rocks are inherently anisotropic and prone to strain localization. While the influence of rock anisotropy on the brittle/dilative regime has been studied extensively, its influence on the ductile/compactive regime is much less explored. This paper discusses the anisotropic behavior of a high-porosity carbonate rock from central Europe (the Maastricht Tuffeau). A set of triaxial tests with concurrent x-ray tomography has been performed at different confining pressures. The anisotropic characteristics of this rock have been investigated by testing samples cored at different inclinations of the bedding, thus revealing non-negligible effects of the coring direction on yielding and compaction behavior. Specifically, samples cored perpendicular to bedding display higher strength and longer stages of post-yielding deformation before manifesting re-hardening. Despite such alterations of the inelastic response, Digital Image Correlation has revealed that the strain localization mode is independent of the coring direction, thus being primarily affected by the confinement level. To capture the observed interaction between material anisotropy and compaction behavior at the continuum-scale, an elastoplastic constitutive law has been proposed. For this purpose, a set of tensorial bases has been introduced to replicate how the oriented rock fabric modulates the yielding and plastic flow characteristics of the material. The analyses show that the impact of the coring direction on yield function and plastic flow rule is fundamentally different, thus requiring the use of distinct projection strategies (a strategy here defined heterotopic mapping). The performance of the model, studied through parametric analyses and by calibrating the experimental results, illustrates the improved capability of the proposed constitutive approach when applied to strongly anisotropic porous rocks.
AB - Sedimentary rocks are inherently anisotropic and prone to strain localization. While the influence of rock anisotropy on the brittle/dilative regime has been studied extensively, its influence on the ductile/compactive regime is much less explored. This paper discusses the anisotropic behavior of a high-porosity carbonate rock from central Europe (the Maastricht Tuffeau). A set of triaxial tests with concurrent x-ray tomography has been performed at different confining pressures. The anisotropic characteristics of this rock have been investigated by testing samples cored at different inclinations of the bedding, thus revealing non-negligible effects of the coring direction on yielding and compaction behavior. Specifically, samples cored perpendicular to bedding display higher strength and longer stages of post-yielding deformation before manifesting re-hardening. Despite such alterations of the inelastic response, Digital Image Correlation has revealed that the strain localization mode is independent of the coring direction, thus being primarily affected by the confinement level. To capture the observed interaction between material anisotropy and compaction behavior at the continuum-scale, an elastoplastic constitutive law has been proposed. For this purpose, a set of tensorial bases has been introduced to replicate how the oriented rock fabric modulates the yielding and plastic flow characteristics of the material. The analyses show that the impact of the coring direction on yield function and plastic flow rule is fundamentally different, thus requiring the use of distinct projection strategies (a strategy here defined heterotopic mapping). The performance of the model, studied through parametric analyses and by calibrating the experimental results, illustrates the improved capability of the proposed constitutive approach when applied to strongly anisotropic porous rocks.
KW - X-ray tomography
KW - compaction band
KW - constitutive modeling
KW - rock anisotropy
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U2 - 10.1002/nag.3418
DO - 10.1002/nag.3418
M3 - Article
AN - SCOPUS:85135048200
SN - 0363-9061
VL - 46
SP - 2561
EP - 2581
JO - International Journal for Numerical and Analytical Methods in Geomechanics
JF - International Journal for Numerical and Analytical Methods in Geomechanics
IS - 13
ER -