TY - JOUR
T1 - Compactive Deformation of Sandstone Under Crustal Pressure and Temperature Conditions
AU - Jefferd, Mark
AU - Brantut, Nicolas
AU - Meredith, Philip G.
AU - Mitchell, Thomas M.
AU - Plümper, Oliver
N1 - Funding Information:
The authors thank the associate editor and two anonymous reviewers for their constructive comments. Financial support was received from the UK Natural Environment Research Council (grants NE/L002485/1, NE/K009656/1 and NE/S000852/1). NB acknowledges support from the European Research Council under the European Union's Horizon 2020 research and innovation programme (project RockDEaF, grant agreement #804685). Discussions with Patrick Baud helped to shape this project. Neil Hughes, Steve Boon and Nic Snead contributed to the design and construction of the triaxial apparatus. Microstructural characterization was executed at the MINT facility of the research infrastructure EPOS‐NL ( https://epos‐nl.nl/facilities/ ). EPOS‐NL is funded by the Dutch Research Council (NWO).
Funding Information:
The authors thank the associate editor and two anonymous reviewers for their constructive comments. Financial support was received from the UK Natural Environment Research Council (grants NE/L002485/1, NE/K009656/1 and NE/S000852/1). NB acknowledges support from the European Research Council under the European Union's Horizon 2020 research and innovation programme (project RockDEaF, grant agreement #804685). Discussions with Patrick Baud helped to shape this project. Neil Hughes, Steve Boon and Nic Snead contributed to the design and construction of the triaxial apparatus. Microstructural characterization was executed at the MINT facility of the research infrastructure EPOS-NL (https://epos-nl.nl/facilities/). EPOS-NL is funded by the Dutch Research Council (NWO).
Publisher Copyright:
© 2021. The Authors.
PY - 2021/4
Y1 - 2021/4
N2 - The transition from macroscopically brittle to macroscopically ductile deformation in porous sandstones is known to be pressure dependent, with compactive, ductile behavior occurring only once significant effective pressures have been reached. Within the crust, such effective pressures are associated with burial depths in the range 0.5–6 km, where the temperature is likely 35°C–200°C. To test the importance of such elevated temperature on the strength and deformability of sandstone, a series of constant strain rate, triaxial deformation experiments were performed on three different water saturated sandstones at either ambient temperature or 150°C. For each sandstone, an effective pressure range was used which spanned both the brittle and ductile deformation regimes, up to a maximum of 120 MPa. In the brittle regime, we observed a temperature-dependent lowering of the yield stress of between 8% and 17%. Within the ductile regime, we observed an even greater reduction in the yield stress of between 9% and 37%. A further notable observation is that the transition from dilatant, brittle behavior to compactive, ductile behavior tends to occur at a lower effective pressure at elevated temperature. The weakening observed at elevated temperature can be explained by a reduction in fracture toughness, which is shown mathematically to cause greater weakening in the ductile regime than in the brittle regime. The apparent reduction in fracture toughness at elevated temperature is potentially driven by a combination of a reduction in surface energy and, to a minor extent, an increase in subcritical crack growth rate.
AB - The transition from macroscopically brittle to macroscopically ductile deformation in porous sandstones is known to be pressure dependent, with compactive, ductile behavior occurring only once significant effective pressures have been reached. Within the crust, such effective pressures are associated with burial depths in the range 0.5–6 km, where the temperature is likely 35°C–200°C. To test the importance of such elevated temperature on the strength and deformability of sandstone, a series of constant strain rate, triaxial deformation experiments were performed on three different water saturated sandstones at either ambient temperature or 150°C. For each sandstone, an effective pressure range was used which spanned both the brittle and ductile deformation regimes, up to a maximum of 120 MPa. In the brittle regime, we observed a temperature-dependent lowering of the yield stress of between 8% and 17%. Within the ductile regime, we observed an even greater reduction in the yield stress of between 9% and 37%. A further notable observation is that the transition from dilatant, brittle behavior to compactive, ductile behavior tends to occur at a lower effective pressure at elevated temperature. The weakening observed at elevated temperature can be explained by a reduction in fracture toughness, which is shown mathematically to cause greater weakening in the ductile regime than in the brittle regime. The apparent reduction in fracture toughness at elevated temperature is potentially driven by a combination of a reduction in surface energy and, to a minor extent, an increase in subcritical crack growth rate.
KW - compaction
KW - sandstone
KW - temperature
UR - http://www.scopus.com/inward/record.url?scp=85104941806&partnerID=8YFLogxK
U2 - 10.1029/2020JB020202
DO - 10.1029/2020JB020202
M3 - Article
AN - SCOPUS:85104941806
SN - 2169-9313
VL - 126
SP - 1
EP - 26
JO - Journal of Geophysical Research: Solid Earth
JF - Journal of Geophysical Research: Solid Earth
IS - 4
M1 - e2020JB020202
ER -