Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/112404
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dc.contributorDepartment of Civil and Environmental Engineering-
dc.contributorResearch Institute for Land and Space-
dc.creatorFeng, Hen_US
dc.creatorYin, ZYen_US
dc.date.accessioned2025-04-09T08:16:27Z-
dc.date.available2025-04-09T08:16:27Z-
dc.identifier.issn0266-352Xen_US
dc.identifier.urihttp://hdl.handle.net/10397/112404-
dc.language.isoenen_US
dc.publisherElsevieren_US
dc.rights© 2025 The Author(s). Published by Elsevier Ltd. This is an open access article under the CC BY license (http://creativecommons.org/licenses/by/4.0/).en_US
dc.rightsThe following publication Feng, H., & Yin, Z.-Y. (2025). Enhanced elastoplasticity-based frictional-collisional model for solid–fluid phase transition of granular media. Computers and Geotechnics, 183, 107218 is available at https://doi.org/10.1016/j.compgeo.2025.107218.en_US
dc.subjectConstitutive modelen_US
dc.subjectElastoplasticityen_US
dc.subjectGranular soilen_US
dc.subjectPhase transitionen_US
dc.subjectViscosityen_US
dc.titleEnhanced elastoplasticity-based frictional-collisional model for solid–fluid phase transition of granular mediaen_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.volume183en_US
dc.identifier.doi10.1016/j.compgeo.2025.107218en_US
dcterms.abstractAccurately describing the solid-like and fluid-like behaviors of granular media is crucial in geotechnical engineering. While the unified frictional-collisional model, integrating rate-independent frictional and rate-dependent collisional stresses, is widely used for solid–fluid phase transitions, an effective model is still under investigation, and comprehensive analyses are lacking. This study addresses these gaps by developing an enhanced elastoplasticity-based frictional-collisional model. The frictional stress is modeled using a critical-state-based elastoplasticity approach, and the collisional stress is formulated through an enhanced kinetic theory incorporating particle stiffness. Subsequently, comprehensive element simulations are conducted to explore the effects of concentration, particle stiffness, and strain rate paths on the model. The proposed model's effectiveness is also validated against experimental data. Finally, a detailed comparison with the typical μ(I) rheology model and a state-equation-based phase transition model is conducted. Our analyses show that the developed model effectively captures strain rate path and particle stiffness through the collisional stress component, while concentration-dependent characteristics are captured through both frictional and collisional stress components. Through comparative analyses, we also found that both the state-equation-based and elastoplasticity-based models depict solid-like behavior and replicate the rheology of granular media in a fluid-like state, similar to the μ(I) model. However, they differ in implementing critical state theory: the state-equation-based model acts as a partial-range phase transition model, describing stress evolution from the critical state to the fluid-like state, while the proposed elastoplasticity-based model serves as a full-range phase transition model, covering stress evolution from the initial to the fluid-like state.-
dcterms.accessRightsopen accessen_US
dcterms.bibliographicCitationComputers and geotechnics, July 2025, v. 183, 107218en_US
dcterms.isPartOfComputers and geotechnicsen_US
dcterms.issued2025-07-
dc.identifier.scopus2-s2.0-105000932682-
dc.identifier.artn107218en_US
dc.description.validate202504 bcwc-
dc.description.oaVersion of Recorden_US
dc.identifier.FolderNumberOA_TA-
dc.description.fundingSourceRGCen_US
dc.description.pubStatusPublisheden_US
dc.description.TAElsevier (2025)en_US
dc.description.oaCategoryTAen_US
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