Strength anisotropy of shales deformed under uppermost crustal conditions
Abstract
Conventional triaxial tests were performed on three sets of samples of Tournemire shale along different orientations relative to bedding (0°, 45°, and 90°). Experiments were carried out up to failure at increasing confining pressures ranging from 2.5 to 160 MPa, at strain rates ranging between 3 × 10-7s-1and 3 × 10-5s-1. This allowed us to determine the entire anisotropic elastic compliance matrix as a function of confining pressure. Results show that the orientation of principal stress relative to bedding plays an important role on the brittle strength, with 45° orientation being the weakest. We fit our results with a wing crack micromechanical model and an anisotropic fracture toughness. We found low values of internal friction coefficient and apparent friction coefficient in agreement with friction coefficient of clay minerals (between 0.2 and 0.3) and values of K/c comparable to that already published in the literature. We also showed that strain rate has a strong impact on peak stress and that dilatancy appears right before failure and hence highlighting the importance of plasticity mechanisms. Although brittle failure was systematically observed, stress drops and associated slips were slow and deformation always remained aseismic (no acoustic emission were detected). Lastly, this confirms that shales aremore »
- Authors:
-
- Univ. de Cergy-Pontoise, Cergy (France). Dept. Géosciences et Environnement; Ecole Normale Supérieure de Paris, Paris (France). Lab. de Géologie
- Ecole Normale Supérieure de Paris, Paris (France). Lab. de Géologie
- Univ. de Cergy-Pontoise, Cergy (France). Dept. Géosciences et Environnement
- Aix-Marseille Univ., and CNRS, Marseille (France)
- Total, Centre Scientifique et Technique Jean-Féger (CSTJF), Pau (France)
- Univ. de Poitiers, Poitiers (France)
- Inst. de Radioprotection et de Sûreté Nucléaire, Fontenay-aux-Roses (France)
- Publication Date:
- Research Org.:
- Lawrence Berkeley National Laboratory (LBNL), Berkeley, CA (United States)
- Sponsoring Org.:
- USDOE Office of Science (SC)
- OSTI Identifier:
- 1480766
- Grant/Contract Number:
- AC02-05CH11231
- Resource Type:
- Accepted Manuscript
- Journal Name:
- Journal of Geophysical Research. Solid Earth
- Additional Journal Information:
- Journal Volume: 122; Journal Issue: 1; Journal ID: ISSN 2169-9313
- Publisher:
- American Geophysical Union
- Country of Publication:
- United States
- Language:
- English
- Subject:
- 58 GEOSCIENCES; shales; anisotropy
Citation Formats
Bonnelye, Audrey, Schubnel, Alexandre, David, Christian, Henry, Pierre, Guglielmi, Yves, Gout, Claude, Fauchille, Anne-Laure, and Dick, Pierre. Strength anisotropy of shales deformed under uppermost crustal conditions. United States: N. p., 2017.
Web. doi:10.1002/2016JB013040.
Bonnelye, Audrey, Schubnel, Alexandre, David, Christian, Henry, Pierre, Guglielmi, Yves, Gout, Claude, Fauchille, Anne-Laure, & Dick, Pierre. Strength anisotropy of shales deformed under uppermost crustal conditions. United States. https://doi.org/10.1002/2016JB013040
Bonnelye, Audrey, Schubnel, Alexandre, David, Christian, Henry, Pierre, Guglielmi, Yves, Gout, Claude, Fauchille, Anne-Laure, and Dick, Pierre. Sat .
"Strength anisotropy of shales deformed under uppermost crustal conditions". United States. https://doi.org/10.1002/2016JB013040. https://www.osti.gov/servlets/purl/1480766.
@article{osti_1480766,
title = {Strength anisotropy of shales deformed under uppermost crustal conditions},
author = {Bonnelye, Audrey and Schubnel, Alexandre and David, Christian and Henry, Pierre and Guglielmi, Yves and Gout, Claude and Fauchille, Anne-Laure and Dick, Pierre},
abstractNote = {Conventional triaxial tests were performed on three sets of samples of Tournemire shale along different orientations relative to bedding (0°, 45°, and 90°). Experiments were carried out up to failure at increasing confining pressures ranging from 2.5 to 160 MPa, at strain rates ranging between 3 × 10-7s-1and 3 × 10-5s-1. This allowed us to determine the entire anisotropic elastic compliance matrix as a function of confining pressure. Results show that the orientation of principal stress relative to bedding plays an important role on the brittle strength, with 45° orientation being the weakest. We fit our results with a wing crack micromechanical model and an anisotropic fracture toughness. We found low values of internal friction coefficient and apparent friction coefficient in agreement with friction coefficient of clay minerals (between 0.2 and 0.3) and values of K/c comparable to that already published in the literature. We also showed that strain rate has a strong impact on peak stress and that dilatancy appears right before failure and hence highlighting the importance of plasticity mechanisms. Although brittle failure was systematically observed, stress drops and associated slips were slow and deformation always remained aseismic (no acoustic emission were detected). Lastly, this confirms that shales are good lithological candidates for shallow crust aseismic creep and slow slip events.},
doi = {10.1002/2016JB013040},
journal = {Journal of Geophysical Research. Solid Earth},
number = 1,
volume = 122,
place = {United States},
year = {Sat Jan 07 00:00:00 EST 2017},
month = {Sat Jan 07 00:00:00 EST 2017}
}
Web of Science
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