Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/116105
DC FieldValueLanguage
dc.contributorDepartment of Civil and Environmental Engineering-
dc.contributorResearch Centre for Resources Engineering towards Carbon Neutrality-
dc.creatorLi, C-
dc.creatorQian, X-
dc.creatorTao, Y-
dc.creatorQin, Y-
dc.creatorHu, C-
dc.creatorWang, F-
dc.date.accessioned2025-11-19T05:59:33Z-
dc.date.available2025-11-19T05:59:33Z-
dc.identifier.issn0950-0618-
dc.identifier.urihttp://hdl.handle.net/10397/116105-
dc.language.isoenen_US
dc.publisherElsevier BVen_US
dc.subjectIn-Situ active cementationen_US
dc.subjectInterfacial transition zoneen_US
dc.subjectMechanical propertiesen_US
dc.subjectNano-CaOen_US
dc.subjectPartially calcined limestoneen_US
dc.titleIn-situ active interface cementation via nano-engineered partially calcined limestone aggregatesen_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.volume491-
dc.identifier.doi10.1016/j.conbuildmat.2025.142756-
dcterms.abstractTraditionally, aggregates in concrete are regarded as inert fillers. This study proposes a novel interface-activating strategy that redefines aggregates in concrete from inert fillers to reactive components. By subjecting limestone aggregates to low-temperature rapid calcination, reactive nano-CaO domains are formed on the surface, enabling in-situ hydration–carbonation synergy at the aggregate–matrix interface. This interfacial activation significantly improves the density, continuity, and chemical bonding of the interfacial transition zone (ITZ), which is traditionally regarded as a structural weak point. Compared to unmodified systems, the optimized composite shows a 37 % increase in 28-day compressive strength and a 45 % reduction in total porosity. Multiscale characterizations confirm accelerated portlandite formation at early stages, increased CaCO3 precipitation at later stages, and progressive pore structure refinement. Unlike externally added CaO, the in-situ nano-CaO formed directly on the aggregate surface ensures superior interfacial reactivity and mechanical integrity. This study introduces, for the first time, an aggregate-level nanostructural engineering route that enhances concrete performance through intrinsic surface reactivity. The approach offers a scalable and cost-effective solution for reducing cement demand and carbon footprint, advancing the development of next-generation low-carbon, high-performance cementitious materials.-
dcterms.accessRightsembargoed accessen_US
dcterms.bibliographicCitationConstruction and building materials, 12 Sept 2025, v. 491, 142756-
dcterms.isPartOfConstruction and building materials-
dcterms.issued2025-09-12-
dc.identifier.scopus2-s2.0-105010851797-
dc.identifier.eissn1879-0526-
dc.identifier.artn142756-
dc.description.validate202511 bcjz-
dc.description.oaNot applicableen_US
dc.identifier.SubFormIDG000364/2025-08en_US
dc.description.fundingSourceOthersen_US
dc.description.fundingTextThe financial support from China National Natural Science Foundation (Grant No. 52472033 ), and Shanxi Yanchang Petroleum (Group) Co., Ltd. \u2013 Wuhan University of Technology Collaborative Research Project (Grant No. yc-whlg-2024ky-07 ) is acknowledged.en_US
dc.description.pubStatusPublisheden_US
dc.date.embargo2027-09-12en_US
dc.description.oaCategoryGreen (AAM)en_US
Appears in Collections:Journal/Magazine Article
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Embargo End Date 2027-09-12
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