Performance of CO2-Cured Alkali-Activated Slag Pastes During Curing and ExposurePerformance of CO2-Cured Alkali-Activated Slag Pastes During Curing and Exposure

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dc.contributor.authorJun, Yubinko
dc.contributor.authorHan, Seong Hoko
dc.contributor.authorKim, Jae Hongko
dc.date.accessioned2023-02-13T06:00:38Z-
dc.date.available2023-02-13T06:00:38Z-
dc.date.created2023-02-13-
dc.date.created2023-02-13-
dc.date.created2023-02-13-
dc.date.issued2023-01-
dc.identifier.citationINTERNATIONAL JOURNAL OF CONCRETE STRUCTURES AND MATERIALS, v.17, no.2, pp.345 - 355-
dc.identifier.issn1976-0485-
dc.identifier.urihttp://hdl.handle.net/10203/305149-
dc.description.abstractThis study investigated the efficiency of CO2 curing in blast-furnace slag pastes activated with three concentrations of KOH solution (3, 4, and 5 M). The CO2 curing was applied into the alkali-activated slag paste for 3 days. The CO2-cured pastes were subjected to subsequent curing in a water bath or exposed to seawater. The mechanical properties and characteristics of the reaction products were compared. Full strength can be obtained within 3 days of the early CO2 curing. The strength remained almost constant regardless of the activator concentration. The CO2-cured samples produced more CaCO3 after exposure to the seawater. The carbonates filled the micropores of the samples, and no strength reduction was observed. The hydrates Ca(OH)(2) and C-S-H(I) are carbonated, forming calcite and amorphous CaCO3 during the subsequent curing and exposure to seawater as well as the CO2 curing. A less dense matrix with a lower activator concentration facilitated the diffusion of CO2 and promoted early carbonation in the paste. The polymerization of C-S-H(I) was relatively slow with low activity, and within the period of CO2 curing, more carbonates were produced in the sample prepared at a low activator concentration.-
dc.languageEnglish-
dc.publisherSPRINGER-
dc.titlePerformance of CO2-Cured Alkali-Activated Slag Pastes During Curing and Exposure-
dc.title.alternativePerformance of CO2-Cured Alkali-Activated Slag Pastes During Curing and Exposure-
dc.typeArticle-
dc.identifier.wosid000913662000001-
dc.identifier.scopusid2-s2.0-85146573976-
dc.type.rimsART-
dc.citation.volume17-
dc.citation.issue2-
dc.citation.beginningpage345-
dc.citation.endingpage355-
dc.citation.publicationnameINTERNATIONAL JOURNAL OF CONCRETE STRUCTURES AND MATERIALS-
dc.identifier.doi10.1186/s40069-022-00563-3-
dc.identifier.kciidART002941297-
dc.contributor.localauthorKim, Jae Hong-
dc.description.isOpenAccessN-
dc.type.journalArticleArticle-
dc.subject.keywordAuthorCO2 curing-
dc.subject.keywordAuthorAmorphous CaCO3-
dc.subject.keywordAuthorCalcite-
dc.subject.keywordAuthorCCUS-
dc.subject.keywordAuthorAlkali-activated slag-
dc.subject.keywordPlusMICROSTRUCTURAL DEVELOPMENT-
dc.subject.keywordPlusCEMENT PASTE-
dc.subject.keywordPlusFLY-ASH-
dc.subject.keywordPlusCARBONATION-
dc.subject.keywordPlusSTRENGTH-
dc.subject.keywordPlusKINETICS-
dc.subject.keywordPlusMORTARS-
dc.subject.keywordPlusBINDER-
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