TY - JOUR
T1 - Mechanical properties of shale after CO2 and CO2-based fluids imbibition
T2 - experimental and modeling study
AU - Tan, Jingqiang
AU - Xie, Bingbin
AU - Lyu, Qiao
AU - Chen, Shefa
AU - Ranjith, P. G.
N1 - Funding Information:
The authors are grateful for financial supports from the National Natural Science Foundation of China (Grant no. 42002160, 41872151), the Natural Science Foundation of Hunan Province, China (Grant no. 2020JJ5705), the China Hunan Provincial Science and Technology Department (2017XK2029) and the financial support by Open Fund (PLC 20190802) of State Key Laboratory of Oil and Gas Reservoir Geology and Exploitation (Chengdu University of Technology).
Publisher Copyright:
© 2021, The Author(s), under exclusive licence to Springer-Verlag GmbH Austria, part of Springer Nature.
PY - 2022/3
Y1 - 2022/3
N2 - Abstract: The effects of CO2 and CO2-based fluids imbibition on the mechanical properties of shale are of great importance in Sc-CO2 enhanced shale gas production and geological sequestration of CO2 in shale gas reservoirs. To investigate the influence of sub-CO2, Sc-CO2, sub-CO2–water, Sc-CO2–water, sub-CO2–Nacl, and Sc-CO2–Nacl imbibitions on shale strength, a series of triaxial compression tests is performed. A statistical damage constitutive model of shale after CO2, CO2–water, and CO2–NaCl saturation is applied to present the stress–strain relationships of shale under different immersion conditions. The results show that, after CO2, CO2–water, and CO2–NaCl imbibitions, the axial stress, Young's modulus, and axial strain are changed due to the physical and chemical reactions between shale and soaking fluids. The mechanical properties of shale display the largest variations after sub-CO2–water and Sc-CO2–water imbibitions. The variations in mechanical properties of shale resulted from precipitation of NaCl crystals under the sub-CO2–NaCl and Sc-CO2–NaCl immersion conditions are smaller than those of shale under the sub-CO2–water and Sc-CO2–water immersion conditions. Pure CO2 saturation has the smallest effect on shale’s mechanical properties among the three kinds of fluids. For the same kind of fluids, CO2 at a supercritical state shows larger effect on shale than the subcritical state. In addition, shale samples after immersion show a mixed tensile-shear failure mode. The cohesion force of shale is increased after sub-CO2 and Sc-CO2 saturation, whereas it is decreased after CO2–water and CO2–NaCl saturation. A reduction of the internal friction angles is observed for all of the soaked shale samples. Because of the anisotropy of shale samples, the actual failure angle is larger than the failure angle calculated by the Mohr–Coulomb criterion. The statistical damage constitutive equations of shale under different soaking conditions can well describe the stress–strain relationship of shale under different confining pressures. The variations of two parameters (F0 and m) in the statistical damage constitutive model well reflect the brittleness and strength of shale samples with different soaking conditions. Highlights: Influences of CO2 and CO2-based fluids imbibition on mechanical properties of shales were evaluated through triaxial compression tests.The stress–strain relationships of shale under different immersion conditions were analyzed.A statistical damage constitutive model of shale after CO2, CO2-water, and CO2-NaCl saturation was established.
AB - Abstract: The effects of CO2 and CO2-based fluids imbibition on the mechanical properties of shale are of great importance in Sc-CO2 enhanced shale gas production and geological sequestration of CO2 in shale gas reservoirs. To investigate the influence of sub-CO2, Sc-CO2, sub-CO2–water, Sc-CO2–water, sub-CO2–Nacl, and Sc-CO2–Nacl imbibitions on shale strength, a series of triaxial compression tests is performed. A statistical damage constitutive model of shale after CO2, CO2–water, and CO2–NaCl saturation is applied to present the stress–strain relationships of shale under different immersion conditions. The results show that, after CO2, CO2–water, and CO2–NaCl imbibitions, the axial stress, Young's modulus, and axial strain are changed due to the physical and chemical reactions between shale and soaking fluids. The mechanical properties of shale display the largest variations after sub-CO2–water and Sc-CO2–water imbibitions. The variations in mechanical properties of shale resulted from precipitation of NaCl crystals under the sub-CO2–NaCl and Sc-CO2–NaCl immersion conditions are smaller than those of shale under the sub-CO2–water and Sc-CO2–water immersion conditions. Pure CO2 saturation has the smallest effect on shale’s mechanical properties among the three kinds of fluids. For the same kind of fluids, CO2 at a supercritical state shows larger effect on shale than the subcritical state. In addition, shale samples after immersion show a mixed tensile-shear failure mode. The cohesion force of shale is increased after sub-CO2 and Sc-CO2 saturation, whereas it is decreased after CO2–water and CO2–NaCl saturation. A reduction of the internal friction angles is observed for all of the soaked shale samples. Because of the anisotropy of shale samples, the actual failure angle is larger than the failure angle calculated by the Mohr–Coulomb criterion. The statistical damage constitutive equations of shale under different soaking conditions can well describe the stress–strain relationship of shale under different confining pressures. The variations of two parameters (F0 and m) in the statistical damage constitutive model well reflect the brittleness and strength of shale samples with different soaking conditions. Highlights: Influences of CO2 and CO2-based fluids imbibition on mechanical properties of shales were evaluated through triaxial compression tests.The stress–strain relationships of shale under different immersion conditions were analyzed.A statistical damage constitutive model of shale after CO2, CO2-water, and CO2-NaCl saturation was established.
KW - CO–water–rock reaction
KW - Mechanical property
KW - Shale
KW - Statistical damage constitutive model
KW - Triaxial compression tests
UR - http://www.scopus.com/inward/record.url?scp=85123247502&partnerID=8YFLogxK
U2 - 10.1007/s00603-021-02702-w
DO - 10.1007/s00603-021-02702-w
M3 - Article
AN - SCOPUS:85123247502
SN - 0723-2632
VL - 55
SP - 1197
EP - 1212
JO - Rock Mechanics and Rock Engineering
JF - Rock Mechanics and Rock Engineering
IS - 3
ER -