TY - GEN
T1 - Characterization of the transversely isotropic behaviour of the callovo-oxfordian claystone in thermo-hydro-mechanical experiments
AU - Braun, P.
AU - Ghabezloo, S.
AU - Delage, P.
AU - Sulem, J.
AU - Conil, N.
N1 - Publisher Copyright:
© 2020 ISRM.
PY - 2020/1/1
Y1 - 2020/1/1
N2 - Thermo-hydro-mechanical (THM) couplings in the behavior of the Callovo- Oxfordian claystone were investigated in a laboratory study. We measured the transversely isotropic response of the claystone to mechanical, hydraulic and thermal loads. Parameters in drained and undrained conditions are evaluated. Given the low permeability of the material (in the order of 10-21 m2), the achievement of specimen saturation and pore pressure equilibrium during tests requires generally long durations. An adapted transient step loading procedure, presented by Braun et al. (2019), was applied for isotropic tests in drained and undrained conditions, and under thermal and mechanical loading. Various material parameters were determined. We evidenced a ratio between strains perpendicular and parallel to bedding around with a value around 3 for drained hydromechanical loadings and undrained thermal loading. In undrained compression, a ratio of around 2 was evidenced. For drained thermal loading, this ratio was slightly smaller than 1.
AB - Thermo-hydro-mechanical (THM) couplings in the behavior of the Callovo- Oxfordian claystone were investigated in a laboratory study. We measured the transversely isotropic response of the claystone to mechanical, hydraulic and thermal loads. Parameters in drained and undrained conditions are evaluated. Given the low permeability of the material (in the order of 10-21 m2), the achievement of specimen saturation and pore pressure equilibrium during tests requires generally long durations. An adapted transient step loading procedure, presented by Braun et al. (2019), was applied for isotropic tests in drained and undrained conditions, and under thermal and mechanical loading. Various material parameters were determined. We evidenced a ratio between strains perpendicular and parallel to bedding around with a value around 3 for drained hydromechanical loadings and undrained thermal loading. In undrained compression, a ratio of around 2 was evidenced. For drained thermal loading, this ratio was slightly smaller than 1.
UR - https://www.scopus.com/pages/publications/85084678856
M3 - Conference contribution
AN - SCOPUS:85084678856
SN - 9780367422844
T3 - Rock Mechanics for Natural Resources and Infrastructure Development- Proceedings of the 14th International Congress on Rock Mechanics and Rock Engineering, ISRM 2019
SP - 3345
EP - 3351
BT - Rock Mechanics for Natural Resources and Infrastructure Development- Proceedings of the 14th International Congress on Rock Mechanics and Rock Engineering, ISRM 2019
A2 - da Fontoura, Sergio A.B.
A2 - Rocca, Ricardo José
A2 - Mendoza, José Félix Pavón
PB - CRC Press/Balkema
T2 - 14th International Congress on Rock Mechanics and Rock Engineering, ISRM 2019
Y2 - 13 September 2019 through 18 September 2019
ER -