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Experimental study on the development of compressive strength of early concrete age using calcium-based hardening accelerator and high early strength cement

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dc.contributor.authorMin, Tae-Beom-
dc.contributor.authorCho, In-Sung-
dc.contributor.authorPark, Won-Jun-
dc.contributor.authorChoi, Hyun-Kuk-
dc.contributor.authorLee, Han-Seung-
dc.date.accessioned2021-06-22T22:45:15Z-
dc.date.available2021-06-22T22:45:15Z-
dc.date.created2020-12-14-
dc.date.issued2014-08-
dc.identifier.issn0950-0618-
dc.identifier.urihttps://scholarworks.bwise.kr/erica/handle/2021.sw.erica/22015-
dc.description.abstractSteam curing is necessary to be used in the manufacturing of precast concrete, thus, a large amount of energy is consumed and the turnover of forms is low. This practice leads to reduction in productivity. This paper focuses paper focuses on developing early stage strength for precast concrete of more than 10 MPa after 6 h of curing at room temperature without steam curing. Various micro-analysis tools such as TG/DTA, Conduction Calorie Meter, XRD, SEM and MIP were conducted on concrete and cement paste with the amount used of calcium-based hardening accelerator (CHA) for tricalcium silicate (C3S). Results show that the reaction effect of the CHA was terminated before reaching 12 h, the initial setting of concrete was in 80 min with 3% of CHA. The rate of heat evolution is increased in the mechanism of developing the compressive strength in early age and the yield of Ettringite, Ca(OH)(2) and C-S-H is increased at early age due to the fact that the CHA stimulates tricalcium aluminate (C(3)A) and C3S in high early strength cement when using calcium-based hardening accelerator into high early strength cement. Additionally, the pore volume of range of 20-100 nm decreased with the CHA content. (C) 2014 Published by Elsevier Ltd.-
dc.language영어-
dc.language.isoen-
dc.publisherELSEVIER SCI LTD-
dc.titleExperimental study on the development of compressive strength of early concrete age using calcium-based hardening accelerator and high early strength cement-
dc.typeArticle-
dc.contributor.affiliatedAuthorLee, Han-Seung-
dc.identifier.doi10.1016/j.conbuildmat.2014.04.053-
dc.identifier.scopusid2-s2.0-84899683103-
dc.identifier.wosid000338400600024-
dc.identifier.bibliographicCitationCONSTRUCTION AND BUILDING MATERIALS, v.64, pp.208 - 214-
dc.relation.isPartOfCONSTRUCTION AND BUILDING MATERIALS-
dc.citation.titleCONSTRUCTION AND BUILDING MATERIALS-
dc.citation.volume64-
dc.citation.startPage208-
dc.citation.endPage214-
dc.type.rimsART-
dc.type.docTypeArticle-
dc.description.journalClass1-
dc.description.isOpenAccessN-
dc.description.journalRegisteredClassscie-
dc.description.journalRegisteredClassscopus-
dc.relation.journalResearchAreaConstruction & Building Technology-
dc.relation.journalResearchAreaEngineering-
dc.relation.journalResearchAreaMaterials Science-
dc.relation.journalWebOfScienceCategoryConstruction & Building Technology-
dc.relation.journalWebOfScienceCategoryEngineering, Civil-
dc.relation.journalWebOfScienceCategoryMaterials Science, Multidisciplinary-
dc.subject.keywordPlusPRECAST CONCRETE-
dc.subject.keywordPlusCONNECTIONS-
dc.subject.keywordPlusDESIGN-
dc.subject.keywordAuthorHardening accelerator-
dc.subject.keywordAuthorHigh-early-strength cement-
dc.subject.keywordAuthorTricalcium silicate-
dc.subject.keywordAuthorPrecast concrete-
dc.subject.keywordAuthorCompressive strength-
dc.subject.keywordAuthorMicroanalysis-
dc.identifier.urlhttps://www.scopus.com/record/display.uri?eid=2-s2.0-84899683103&origin=inward&txGid=23f014f9c00e47ff62ca947e97c9e42e-
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ERICA 공학대학 (MAJOR IN ARCHITECTURAL ENGINEERING)
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