EGU26-10855, updated on 14 Mar 2026
https://doi.org/10.5194/egusphere-egu26-10855
EGU General Assembly 2026
© Author(s) 2026. This work is distributed under
the Creative Commons Attribution 4.0 License.
Oral | Monday, 04 May, 08:55–09:05 (CEST)
 
Room -2.43
Coupled hydro-mechanical-chemical behavior of shale caused by CO2 injection in lab and pilot-scale experiments
Roman Makhnenko1, Hyunbin Kim1,2, and Victor Vilarrasa3
Roman Makhnenko et al.
  • 1University of Illinois at Urbana-Champaign, Urbana, IL, USA
  • 2University of California, San Diego, CA, USA
  • 3Global Changes Research Group (GCRG), IMEDEA, CSIC-UIB, Esporles, Spain

This study investigates the coupled hydro-mechanical-chemical (HMC) behavior and multiphase flow properties of Opalinus Clay – a potential caprock candidate for geologic carbon storage. A comprehensive series of laboratory tests is conducted to support the CO2 Long-term Periodic Injection experiment (CO2LPIE) project at the Mont Terri Underground Rock Laboratory in Switzerland, providing essential parameters for caprock characterization. Facies-dependent poroviscoelastic and transport properties are quantified: the sandy facies exhibit higher drained and unjacketed bulk moduli and permeability than the shaly facies, yet both facies display favorable long-term sealing potential with intrinsic permeability on order of ~10-20 m2 and breakthrough pressure of 2-4 MPa. Particular attention is given to the transport properties of the sandy facies under different testing scenarios including the experimental duration, pore pressure difference, fluid types, and saturation history. Long-term tests highlight exponential permeability reduction driven by time-dependent compaction, which is effectively described by a poroviscoelastic model coupled with a power-law porosity-permeability relationship. In contrast, CO2-rich water injection yields relatively stable permeability with only minor irreversible changes likely controlled by fluid-rock interactions, fluid affinity, and electrokinetic effects. A hydro‐mechanical‐chemical coupling framework is employed to evaluate the time‐dependent response of fluid‐saturated rock subjected to CO2 exposure. Carbonate mineral dissolution appears to play a key role in altering poroviscoelastic properties at experimental time scales of 3 to 5 weeks, so the HMC model is calibrated with the experimental data on limestones. The model predicts CO2 injection‐induced porosity changes by accounting for the competing processes of chemical dissolution and time‐dependent compaction. Two-phase flow tests further reveal that CO2 displaces water more effectively in the sandy facies, while CO2 relative permeability is insensitive to lithological differences. Overall, these findings demonstrate that heterogeneous Opalinus Clay retains strong sealing integrity under coupled hydro-mechanical-chemical conditions and provide critical laboratory insights that complement ongoing in-situ monitoring within CO2LPIE.

How to cite: Makhnenko, R., Kim, H., and Vilarrasa, V.: Coupled hydro-mechanical-chemical behavior of shale caused by CO2 injection in lab and pilot-scale experiments, EGU General Assembly 2026, Vienna, Austria, 3–8 May 2026, EGU26-10855, https://doi.org/10.5194/egusphere-egu26-10855, 2026.