Abstract
AbstractWe conducted a series of triaxial creep experiments on shale specimens coming from Tournemire, France, using the stress‐stepping method up to failure, at a confining pressure of 80 MPa, on two orientations (parallel and perpendicular to bedding), and at temperatures of 26 and 75 °C. In these week‐long experiments, stress, strains, and P wave ultrasonic velocities were recorded (quasi‐) continuously. The strength at creep failure of Tournemire shale was ~70% higher than the peak strength measured during constant strain rate (~10−7/s) experiments, and failure was reached at larger strains. An overall transition from P wave velocity increase at moderate differential stress to P wave velocity decrease closer to brittle failure was also observed. At a smaller timescale, P wave velocities initially decreased and then increased gradually during each step of creep deformation. The magnitude of these variations showed important (i) stress, (ii) orientation, and (iii) temperature dependences: larger increase was observed for P wave propagating along the main compressive stress orientation, larger decrease for P wave propagating perpendicular to it, and a changing behavior enhanced at a higher temperature. Scanning electron microscopy performed postmortem revealed evidence of time‐dependent pressure solution, localized compaction, crack growth, and sealing/healing. Our data reveal that shale deformation is highly stress sensitive only in a narrow stress domain where stress corrosion cracking‐induced brittle dilatant creep deformation is dominant. At stresses below, pressure solution compaction creep dominates the deformation and shales compact, consolidate, and heal. This has important implications for the mechanics of shallow fault zones and accretionary prisms.
Highlights
Time-dependent deformation mechanisms of upper crustal rocks have impacts on the brittle strength of rocks (Paterson & Wong, 2005), and on natural hazards such as earthquakes (Kanamori & Brodsky, 2004) or landslides (Terzaghi, 1951), and are of interest for the mechanics of oil and gas reservoirs (Anderson & Grew, 1977; Sone & Zoback, 2010) and long-term radioactive waste storage (Bonin, 1998)
The strength at creep failure of Tournemire shale was ~70% higher than the peak strength measured during constant strain rate (~10~7/s) experiments, and failure was reached at larger strains
Scanning electron microscopy performed postmortem revealed evidence of time-dependent pressure solution, localized compaction, crackgrowth, and sealing/healing.Ourdata reveal that shale deformation is highly stress sensitive only in a narrow stress domain where stress corrosion cracking-induced brittle dilatant creep deformation is dominant
Summary
Time-dependent deformation mechanisms of upper crustal rocks have impacts on the brittle strength of rocks (Paterson & Wong, 2005), and on natural hazards such as earthquakes (Kanamori & Brodsky, 2004) or landslides (Terzaghi, 1951), and are of interest for the mechanics of oil and gas reservoirs (Anderson & Grew, 1977; Sone & Zoback, 2010) and long-term radioactive waste storage (Bonin, 1998). Brittle creep deformation, characterized by dilatancy eventually leading to failure, is typical of rocks being deformed under uppercrustal conditions and has been observed in a numberof lithologies including sandstone (Heap, Baud, Meredith, Bell, & Main, 2009; Ngwenya et al, 2001), basalt (Heap et al, 2011), borosilicate glass (Mallet et al, 2015), granite (Fujii et al, 1999), and limestone (Brantut et al, 2014). The dominant mechanism at play during brittle creep is subcritical crack growth (Brantut et al, 2013), a time-dependent process driven by stress corrosion (Anderson & Grew, 1977; Atkinson, 1979), which, before the onset of dilatancy, makes the strain rate extremely stress sensitive. By lowering the specific (Griffith) surface energy, water (either as porous fluid or adsorbed at the crack tips) promotes stress corrosion (Rice, 1978; Wong, 2000) and the resulting subcritical crack growth (Atkinson, 1984)
Talk to us
Join us for a 30 min session where you can share your feedback and ask us any queries you have
Disclaimer: All third-party content on this website/platform is and will remain the property of their respective owners and is provided on "as is" basis without any warranties, express or implied. Use of third-party content does not indicate any affiliation, sponsorship with or endorsement by them. Any references to third-party content is to identify the corresponding services and shall be considered fair use under The CopyrightLaw.