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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.accessioned2019-02-13T14:04:41Z
dc.date.available2019-02-13T14:04:41Z
dc.date.created2018-08-15T14:32:52Z
dc.date.issued2018
dc.identifier.citationCement & Concrete Composites. 2018, 89 89-106.nb_NO
dc.identifier.issn0958-9465
dc.identifier.urihttp://hdl.handle.net/11250/2585275
dc.description.abstractTo reduce CO2 emissions during the production of cement and to cope with increasing demands for concrete, and thereby cement, the cement industry needs to identify new supplementary cementitious materials. These new composite cements should provide, among others, a similar or improved durability of the concrete structures. This study investigated the hydrate phase assemblage in Portland cement pastes containing dolomite or a combination of dolomite and metakaolin after leaching, carbonation, and chloride exposure. The phase assemblage and phase compositions of the exposed samples and the unexposed reference samples were investigated using TGA, XRD, and SEM-EDS. The reaction of dolomite in the cement paste resulted in the formation of hydrotalcite. It was found that, unlike most other hydration phases, hydrotalcite can withstand high degrees of leaching and carbonation. When the samples were exposed to a chloride solution, the formation of a chloride-containing hydrotalcite was observed.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.titleStability of the hydrate phase assemblage in Portland composite cements containing dolomite and metakaolin after leaching, carbonation, and chloride exposurenb_NO
dc.title.alternativeStability of the hydrate phase assemblage in Portland composite cements containing dolomite and metakaolin after leaching, carbonation, and chloride exposurenb_NO
dc.typeJournal articlenb_NO
dc.typePeer reviewednb_NO
dc.description.versionacceptedVersionnb_NO
dc.source.pagenumber89-106nb_NO
dc.source.volume89nb_NO
dc.source.journalCement & Concrete Compositesnb_NO
dc.identifier.doi10.1016/j.cemconcomp.2018.02.013
dc.identifier.cristin1602231
dc.description.localcode© 2018. This is the authors’ accepted and refereed manuscript to the article. Locked until 26.2.2020 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.qualitycode1


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Attribution-NonCommercial-NoDerivatives 4.0 Internasjonal
Except where otherwise noted, this item's license is described as Attribution-NonCommercial-NoDerivatives 4.0 Internasjonal