Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/116548
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dc.contributorDepartment of Civil and Environmental Engineering-
dc.creatorKai, MF-
dc.creatorDai, JG-
dc.date.accessioned2026-01-05T03:58:36Z-
dc.date.available2026-01-05T03:58:36Z-
dc.identifier.issn0008-8846-
dc.identifier.urihttp://hdl.handle.net/10397/116548-
dc.language.isoenen_US
dc.publisherElsevier Ltden_US
dc.rights© 2021 Elsevier Ltd. All rights reserved.en_US
dc.rights© 2021. This manuscript version is made available under the CC-BY-NC-ND 4.0 license https://creativecommons.org/licenses/by-nc-nd/4.0/en_US
dc.rightsThe following publication Kai, M.-F., & Dai, J.-G. (2021). Understanding geopolymer binder-aggregate interfacial characteristics at molecular level. Cement and Concrete Research, 149, 106582 is available at https://doi.org/10.1016/j.cemconres.2021.106582.en_US
dc.subjectChemical bondingen_US
dc.subjectHeterogeneous diffusion characteristicen_US
dc.subjectInterfacial fractureen_US
dc.subjectInterfacial strengthen_US
dc.subjectInterfacial transition zoneen_US
dc.titleUnderstanding geopolymer binder-aggregate interfacial characteristics at molecular levelen_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.spage -
dc.identifier.epage -
dc.identifier.volume149-
dc.identifier.issue -
dc.identifier.doi10.1016/j.cemconres.2021.106582-
dcterms.abstractThe interfacial characteristics of geopolymer binder to aggregate composites are poorly understood, especially at molecular level. Herein, molecular models are developed to study, for the first time, the geopolymer-aggregate interface. Chemically, various forms of interfacial bonding are characterized, including Al-O-Si bonding through condensation reactions, Nasingle bondO and H-bonding. An atomic-level interfacial transition zone (ITZ) is identified, attributed to the concentration of –OH groups. Increasing the Si/Al ratio of geopolymer is found to decrease the ITZ density, but have limited effect on the ITZ width. A heterogeneous diffusion characteristic occurs in geopolymer, due to the weak interfacial interaction. Mechanically, lowering the Si/Al ratio promotes the interfacial strength due to the stronger interfacial interaction and higher cross-linking degree in geopolymer. Under loading the interfacial fracture undergoes three stages: crack propagation, chain bridging (including aluminosilicate and ionic bridging) and breakage. The above atomic-level findings may facilitate a better design of geopolymer concrete in engineering.-
dcterms.abstractGraphical abstract: [Figure not available: see fulltext.]-
dcterms.accessRightsopen accessen_US
dcterms.bibliographicCitationCement and concrete research, Nov. 2021, v. 149, 106582-
dcterms.isPartOfCement and concrete research-
dcterms.issued2021-11-
dc.identifier.scopus2-s2.0-85113273909-
dc.identifier.pmid -
dc.identifier.eissn1873-3948-
dc.identifier.artn106582-
dc.description.validate202512 bcch-
dc.description.oaAccepted Manuscripten_US
dc.identifier.FolderNumbera4237den_US
dc.identifier.SubFormID52387en_US
dc.description.fundingSourceRGCen_US
dc.description.fundingSourceOthersen_US
dc.description.fundingTextThe authors acknowledge the financial support received from the Hong Kong RGC General Research Fund (Project code: 15223120), the Hong Kong Research Grants Council - Theme-based Research Scheme (Project code: T22-5-2/18-R), the National Natural Science Foundation of China (NSFC) Key Project (Project Code: 51638008), the NSFC/RGC Joint Research Scheme (Project code: N_PolyU542/20), and Innovation Technology Fund (Project code: ITF/077/18FX).en_US
dc.description.pubStatusPublisheden_US
dc.description.oaCategoryGreen (AAM)en_US
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