Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/116509
DC FieldValueLanguage
dc.contributorDepartment of Civil and Environmental Engineering-
dc.creatorLam, WL-
dc.creatorSun, K-
dc.creatorShen, P-
dc.creatorPoon, CS-
dc.date.accessioned2026-01-05T03:58:09Z-
dc.date.available2026-01-05T03:58:09Z-
dc.identifier.isbn -
dc.identifier.issn0950-0618-
dc.identifier.urihttp://hdl.handle.net/10397/116509-
dc.language.isoenen_US
dc.publisherElsevier BVen_US
dc.subjectPozzolanic reactionen_US
dc.subjectRheologyen_US
dc.subjectSeawateren_US
dc.subjectShrinkageen_US
dc.subjectUHPCen_US
dc.subjectWGPen_US
dc.titleMaximising the utilisation of WGP in seawater-mixed UHPCen_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.spage -
dc.identifier.epage -
dc.identifier.volume435-
dc.identifier.issue -
dc.identifier.doi10.1016/j.conbuildmat.2024.136928-
dcterms.abstractUsing high-volume reactive binders and superplasticisers in ultra-high-performance concrete (UHPC) would be costly, resulting in poor workability and high autogenous shrinkage. Using seawater for UHPC production could magnify these issues. This study incorporated a high waste glass powder (WGP) content in seawater UHPC to reduce the reactive binder and superplasticiser dosages. Through the combined effects of seawater and WGP, a self-compacting seawater UHPC was developed with a compressive strength of 140 MPa and a reduced autogenous shrinkage of approximately one-third of the reference. The self-compactibility and reduction of the stickiness of the UHPC were achieved because of reduced plastic viscosity, which was contributed by a high zeta potential of WGP and lower yield stress due to the hydrophobic surface of WGP. In addition, the mechanical performance of the seawater UHPC incorporating high-volume WGP could be maintained at least 120 MPa because of minimising trapped air and porosity by reducing the plastic viscosity, enhancing reactivity of WGP and SF and achieving a higher polymerisation degree (PD) and longer mean chain length (MCL) of C-S-H. The reduced autogenous shrinkage was attributed to replacing binders with a higher reactivity by WGP, which resulted in fewer fine pores and reduced shrinkage in the microstructure.-
dcterms.accessRightsembargoed accessen_US
dcterms.bibliographicCitationConstruction and building materials, July 2024, v. 435, 136928-
dcterms.isPartOfConstruction and building materials-
dcterms.issued2024-07-
dc.identifier.scopus2-s2.0-85195222332-
dc.identifier.pmid -
dc.identifier.eissn1879-0526-
dc.identifier.artn136928-
dc.description.validate202512 bcch-
dc.identifier.FolderNumbera4234en_US
dc.identifier.SubFormID52335en_US
dc.description.fundingSourceRGCen_US
dc.description.fundingSourceOthersen_US
dc.description.fundingTextThe study was supported by a grant from the Theme-Based Research Scheme of the Research Grants Council of Hong Kong (Project No. T22–502/18-R) and the Green Technology Fund from the Hong Kong Government (Project No. K-ZB5B). The authors also gratefully acknowledge the support of the University Research Facility on Chemical and Environmental Analysis (UCEA) of PolyU.en_US
dc.description.pubStatusPublisheden_US
dc.date.embargo2026-07-31en_US
dc.description.oaCategoryGreen (AAM)en_US
Appears in Collections:Journal/Magazine Article
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Embargo End Date 2026-07-31
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