Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/112033
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dc.contributorDepartment of Civil and Environmental Engineering-
dc.contributorResearch Centre for Nature-based Urban Infrastructure Solutions-
dc.creatorHe, YQen_US
dc.creatorYin, ZYen_US
dc.date.accessioned2025-03-27T03:12:30Z-
dc.date.available2025-03-27T03:12:30Z-
dc.identifier.issn0266-352Xen_US
dc.identifier.urihttp://hdl.handle.net/10397/112033-
dc.language.isoenen_US
dc.publisherElsevieren_US
dc.rights© 2025 The Authors. 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 He, Y. Q., & Yin, Z. Y. (2025). Micropolar hypoplasticity modeling of localized deformation in mixtures of face mask chips and sand. Computers and Geotechnics, 183, 107173 is available at https://dx.doi.org/10.1016/j.compgeo.2025.107173.en_US
dc.subjectFinite element methoden_US
dc.subjectHypoplasticityen_US
dc.subjectMicropolar theoryen_US
dc.subjectShear banden_US
dc.subjectSoil reinforcementen_US
dc.titleMicropolar hypoplasticity modeling of localized deformation in mixtures of face mask chips and sanden_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.volume183en_US
dc.identifier.doi10.1016/j.compgeo.2025.107173en_US
dcterms.abstractThis paper presents a novel micropolar-based hypoplastic model to reproduce the stress–strain relationship of face mask chips-sand mixtures (MSMs) and their localized deformation. Based on a critical state hypoplastic model, a non-polar hypoplastic model for MSMs is first developed with modifications and new features: (1) the cohesion induced by face mask chips is considered by introducing an additional stress tensor into the Cauchy stress tensor; (2) the initial stiffness variation in MSMs is described with a modified tangential modulus; and (3) the effective skeleton void ratio concept is introduced to capture the initial and critical void ratio variations in MSMs. The model is then extended to its micropolar terms by incorporating the micropolar theory, which includes an internal length parameter and a couple stress induced by particle rotation, with the advantage of overcoming the mesh dependency problem in the conventional finite element method (FEM) based simulations. Moreover, the new micropolar hypoplastic formulations are implemented into a FEM code. The onset and evolution of shear bands in MSMs are investigated by simulating a series of biaxial tests on both pure sand and MSMs. Numerical results are also compared to experimental observations, demonstrating that the developed micropolar hypoplastic model can adeptly capture the shear band propagation in MSMs and their mechanical responses.-
dcterms.accessRightsopen accessen_US
dcterms.bibliographicCitationComputers and geotechnics, July 2025, v. 183, 107173en_US
dcterms.isPartOfComputers and geotechnicsen_US
dcterms.issued2025-07-
dc.identifier.scopus2-s2.0-86000173135-
dc.identifier.eissn1873-7633en_US
dc.identifier.artn107173en_US
dc.description.validate202503 bchy-
dc.description.oaVersion of Recorden_US
dc.identifier.FolderNumberOA_TA-
dc.description.fundingSourceRGCen_US
dc.description.fundingSourceOthersen_US
dc.description.fundingTextResearch Centre for Nature-based Urban Infrastructure Solutions at The Hong Kong Polytechnic Universityen_US
dc.description.pubStatusPublisheden_US
dc.description.TAElsevier (2025)en_US
dc.description.oaCategoryTAen_US
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