Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/114750
DC FieldValueLanguage
dc.contributorDepartment of Civil and Environmental Engineering-
dc.creatorCui, LYen_US
dc.creatorZhou, Cen_US
dc.creatorDai, Sen_US
dc.date.accessioned2025-08-25T02:17:26Z-
dc.date.available2025-08-25T02:17:26Z-
dc.identifier.issn2352-3808en_US
dc.identifier.urihttp://hdl.handle.net/10397/114750-
dc.language.isoenen_US
dc.publisherElsevier BVen_US
dc.subjectHydrate saturationen_US
dc.subjectMethane hydrateen_US
dc.subjectPore morphologyen_US
dc.subjectRelative permeabilityen_US
dc.subjectStatistical metricsen_US
dc.titleUnified models for water permeability in hydrate-bearing sandy soil considering pore morphology evolutionen_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.volume43en_US
dc.identifier.doi10.1016/j.gete.2025.100717en_US
dcterms.abstractThe water permeability of hydrate-bearing sediments is of paramount importance for assessing the exploitation efficiency of methane hydrate from reservoirs. It is largely influenced by the interrelated factors of hydrate morphology and saturation. Experimental results revealed that as hydrate saturation increases, the pore morphology shifts from primarily grain-coating to predominantly pore-filling, but this coupling effect between hydrate morphology and saturation on water permeability is often overlooked in existing models. This study aims to model the water permeability of hydrate-bearing sandy soils, considering the evolution of pore morphology with changing hydrate saturation. An eccentric annulus is used to depict the pore structure of pore-filling hydrate, in contrast to the conventional unrealistic concentric annulus geometry. Two new models to describe water relative permeability were derived, each incorporating only a single parameter, assuming that grain-coating and pore-filling hydrates grow at different rates either sequentially or simultaneously. These models were validated using a dataset comprising 29 hydrate-bearing soils, with the hydrate saturations ranging from approximately 0 to 0.9. Comparison between model predictions and experimental data confirmed the good performance of both water permeability models, with low RMSE, MAE and GMV values of around 0.05, 0.03 and 1.28, respectively. Both models were further improved by correlating the two parameters with porosity data, which could ensure a rapid estimation of relative permeability based solely on porosity data without requiring any fitting parameters. Results in this study provide a novel perspective for understanding the impact of hydrate evolution on permeability reduction in hydrate-bearing soils.-
dcterms.accessRightsembargoed accessen_US
dcterms.bibliographicCitationGeomechanics for energy and the environment, Sept. 2025, v. 43, 100717en_US
dcterms.isPartOfGeomechanics for energy and the environmenten_US
dcterms.issued2025-09-
dc.identifier.scopus2-s2.0-105010687228-
dc.identifier.artn100717en_US
dc.description.validate202508 bchy-
dc.description.oaNot applicableen_US
dc.identifier.SubFormIDG000061/2025-08-
dc.description.fundingSourceRGCen_US
dc.description.fundingSourceOthersen_US
dc.description.fundingTextThis work is supported by the Shenzhen Science and Technology Innovation Commission through grant 2022N040. The financial support from the National Nature Science Foundation of China (42202304) and the HKSAR Research Grants Council (16207918) are thanked.en_US
dc.description.pubStatusPublisheden_US
dc.date.embargo2027-09-30en_US
dc.description.oaCategoryGreen (AAM)en_US
Appears in Collections:Journal/Magazine Article
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Embargo End Date 2027-09-30
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