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dc.contributor.authorMachner, Alisa
dc.contributor.authorZajac, Maciej
dc.contributor.authorBen Haha, Mohsen
dc.contributor.authorKjellsen, Knut Ose
dc.contributor.authorGeiker, Mette Rica
dc.contributor.authorDe Weerdt, Klaartje
dc.date.accessioned2019-02-13T14:38:31Z
dc.date.available2019-02-13T14:38:31Z
dc.date.created2018-08-15T14:36:02Z
dc.date.issued2018
dc.identifier.citationCement and Concrete Research. 2018, 107 163-181.nb_NO
dc.identifier.issn0008-8846
dc.identifier.urihttp://hdl.handle.net/11250/2585293
dc.description.abstractIn this study, we investigated well-hydrated cement pastes containing dolomite and metakaolin cured at 38 °C or 60 °C, which were exposed to NaCl or CaCl2 solutions of various concentrations. We determined the chloride-binding capacity, the phase assemblage and the composition of hydration phases formed. The dolomite reaction led to the formation of hydrotalcite, which contributed considerably to the chloride binding of the pastes. When the samples were exposed to CaCl2, significantly more chlorides were bound in the hydrotalcite than when the samples were exposed to NaCl. It was shown that hydrotalcite contained a similar amount of chloride per mol compared to Friedel's salt when exposed to CaCl2. By mass balance calculations, it was shown that the hydrotalcite formed in the samples containing dolomite can contribute to the chloride binding of the cement pastes to a similar extent as the Friedel's salt formed in the samples containing limestone.nb_NO
dc.language.isoengnb_NO
dc.publisherElseviernb_NO
dc.rightsAttribution-NonCommercial-NoDerivatives 4.0 Internasjonal*
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/4.0/deed.no*
dc.titleChloride-binding capacity of hydrotalcite in cement pastes containing dolomite and metakaolinnb_NO
dc.title.alternativeChloride-binding capacity of hydrotalcite in cement pastes containing dolomite and metakaolinnb_NO
dc.typeJournal articlenb_NO
dc.typePeer reviewednb_NO
dc.description.versionacceptedVersionnb_NO
dc.source.pagenumber163-181nb_NO
dc.source.volume107nb_NO
dc.source.journalCement and Concrete Researchnb_NO
dc.identifier.doi10.1016/j.cemconres.2018.02.002
dc.identifier.cristin1602232
dc.description.localcode© 2018. This is the authors’ accepted and refereed manuscript to the article. Locked until 20.3.2020 due to copyright restrictions. This manuscript version is made available under the CC-BY-NC-ND 4.0 license http://creativecommons.org/licenses/by-nc-nd/4.0/nb_NO
cristin.unitcode194,64,45,0
cristin.unitnameInstitutt for konstruksjonsteknikk
cristin.ispublishedtrue
cristin.fulltextpostprint
cristin.qualitycode2


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Attribution-NonCommercial-NoDerivatives 4.0 Internasjonal
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