Thermo-hydro-mechanical effects of hydraulic fracturing on depressurization-induced gas production from natural gas hydrate reservoirs: a numerical study
Abstract A MATLAB-based thermo-hydro-mechanical (THM) simulator incorporating the Snow equivalent-permeability tensor was developed for hydraulic-fracturing-assisted depressurization of natural gas hydrate reservoirs in a two-dimensional axisymmetric domain. Validation against Shenhu field-production data, TOUGH+Hydrate benchmarks, and laboratory datasets yielded R² values of 0.941–0.992 for the evaluated responses. Hydraulic fractures provide high-conductivity pathways that markedly extend pressure depletion, while endothermic dissociation causes pronounced local cooling (maximum 11.4 K adjacent to fracture surfaces), inducing secondary hydrate formation within approximately 22 m of the fractures and reducing cumulative gas production by about 11% over 200 d. Modeled effective stresses exceed 14 MPa along 50–60 m of the fracture planes, and stress-dependent aperture closure and compaction-induced permeability deterioration are captured through coupled porosity–permeability feedback. Under the baseline slope conditions, pore-pressure depletion and cementation loss reduce the calculated submarine-slope factor of safety from 1.55 to 0.99 within one year (− 36%), with predicted seafloor subsidence of 0.36–0.72 m. Sensitivity analysis identifies fracture aperture as the dominant geometric parameter (a sixfold increase raises the modeled peak rate by 122%) and indicates a preliminary favorable range of n f = 3–4 and l f = 9–12 m, with the aperture near the upper bound of the tested range.
Authors
- Fei Xia
- Wenbo Wang (ORCID: https://orcid.org/0000-0001-8446-4395)
Institutions
- Shandong Xiehe University (CN)
- Shandong Institute of Commerce & Technology (CN)
Publication Details
- Journal
- Journal of Engineering and Applied Science
- Published
- 2026-09-15
- DOI
- https://doi.org/10.1186/s44147-026-01221-1
- Primary Topic
- Methane Hydrates and Related Phenomena
- Type
- article
- Field-Weighted Citation Impact
- 0.00