Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/116508
DC FieldValueLanguage
dc.contributorDepartment of Civil and Environmental Engineering-
dc.creatorZhang, Y-
dc.creatorXu, X-
dc.creatorZhao, Q-
dc.creatorChang, J-
dc.creatorDing, S-
dc.creatorLiu, X-
dc.creatorPoon, CS-
dc.date.accessioned2026-01-05T03:58:08Z-
dc.date.available2026-01-05T03:58:08Z-
dc.identifier.isbn -
dc.identifier.issn0958-9465-
dc.identifier.urihttp://hdl.handle.net/10397/116508-
dc.language.isoenen_US
dc.publisherElsevier Ltden_US
dc.subjectAlkali-silica reaction gelen_US
dc.subjectLong-term alkali-silica reactionen_US
dc.subjectRecycled glass aggregateen_US
dc.subjectSeawater sea-sand concreteen_US
dc.titleLong-term investigation of alkali-silica reaction behaviors in seawater sea-sand concreteen_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.spage -
dc.identifier.epage -
dc.identifier.volume151-
dc.identifier.issue -
dc.identifier.doi10.1016/j.cemconcomp.2024.105611-
dcterms.abstractThe potential sustainability and cost-effectiveness of seawater sea-sand concrete (SWSSC) have sparked widespread research interest and prompted extensive applied studies. However, the understanding of the alkali-silica reaction (ASR) in SWSSC is still lacking. In this work, the long-term ASR of SWSSC and the characterization of ASR gel was investigated. The result illustrated that the specimens mixed with either seawater or NaCl solution would show long-term ASR expansion, degrading the pore structure and forming ASR cracks. With the increase of sodium ion concentration, higher expansion and larger crack width were observed. Nanoindentation tests further revealed the evolution of ASR damage. The ASR gel produced in SWSCC had a white appearance and consisted of numerous interwoven sheet-like structures forming a honeycomb-like network. Its elastic modulus and hardness were 14.77 GPa and 0.35 GPa, respectively. In addition, the increase of sodium ion concentration would promote the formation of ASR gel but reduce the polymerization degree and the average chain length of the C–S–H, increasing the amount of gel pores.-
dcterms.accessRightsembargoed accessen_US
dcterms.bibliographicCitationCement and concrete composites, Aug. 2024, v. 151, 105611-
dcterms.isPartOfCement and concrete composites-
dcterms.issued2024-08-
dc.identifier.scopus2-s2.0-85194542579-
dc.identifier.pmid -
dc.identifier.eissn1873-393X-
dc.identifier.artn105611-
dc.description.validate202512 bcch-
dc.identifier.FolderNumbera4234en_US
dc.identifier.SubFormID52334en_US
dc.description.fundingSourceRGCen_US
dc.description.fundingSourceOthersen_US
dc.description.fundingTextWe wish to thank the financial supports of National Natural Science Foundation of China (52108252, 52208441), the Theme-Based Research Scheme of the Research Grants Council of the Hong Kong SAR Government (T22-502/18-R), Science Research Project of Hebei Education Department (BJK2023023), Hebei Natural Science Foundation (E2021203147), Hebei Returned Overseas Chinese Talents Foundation (C20230330), General project of the stability support plan for Shenzhen colleges and universities (20220719115545001) and Provincial-Municipal Joint Fund (Youth Fund) of Guangdong Basic and Applied Basic Research Foundation (2023A1515110437).en_US
dc.description.pubStatusPublisheden_US
dc.date.embargo2026-08-31en_US
dc.description.oaCategoryGreen (AAM)en_US
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