JIANG Mingjing, LI Ziyu, LI Chengchao, JIANG Pengming. Multi-field coupling continuum numerical method for exploiting CH4 by CO2 replacement in deep-sea formation[J]. Chinese Journal of Geotechnical Engineering, 2025, 47(7): 1354-1364. DOI: 10.11779/CJGE20240762
    Citation: JIANG Mingjing, LI Ziyu, LI Chengchao, JIANG Pengming. Multi-field coupling continuum numerical method for exploiting CH4 by CO2 replacement in deep-sea formation[J]. Chinese Journal of Geotechnical Engineering, 2025, 47(7): 1354-1364. DOI: 10.11779/CJGE20240762

    Multi-field coupling continuum numerical method for exploiting CH4 by CO2 replacement in deep-sea formation

    • The extraction method that induces hydrate dissociation may deteriorate the mechanical properties of methane hydrate bearing sediments (MHBS), potentially leading to a series of significant disasters. The carbon dioxide (CO2) replacement method can effectively improve the sediment strength, but few methods have considered its mechanical response. So, a numerical method for the CO2 replacement method as well as its application is studied. Based on TOUGH+HYDRATE, a numerical simulator, T+MixH V1.0 is developed to simulate the CO2 replacement process by incorporating the Chen-Guo hydrate model to calculate the multi-component hydrate phase equilibrium conditions. The reliability of the simulator is validated by comparing with other experimental and numerical results. Then, a thermo-hydro-mechanic-chemical multi-field coupling numerical method for the CO2 replacement is established by coupling with FLAC3D. Finally, the gas hydrate exploitation is simulated through depressurization and CO2 replacement methods in the South China Sea, as well as the plate loading tests on MHBS ground during gas production. The results indicate that the CO2 replacement increases gas production and mitigates subsidence of the ground, which comes from that depressurization causes energy loss, limiting the decomposition of CH4 hydrate, whereas the CO2 replacement method occurs spontaneously, and the generated CO2 hydrate provides support in the ground. Besides, the bearing characteristics of MHBS ground are mainly affected by two factors: the effective stress variation caused by pore pressure changes, and the bond strength variation induced by gas hydrate decomposition/generation.
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