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dc.contributor.authorShi, Zhenguo
dc.contributor.authorGeiker, Mette Rica
dc.contributor.authorLothenbach, Barbara
dc.contributor.authorDe Weerdt, Klaartje
dc.contributor.authorGarzón, Sergio Ferreiro
dc.contributor.authorEnemark-Rasmussen, Kasper
dc.contributor.authorSkibsted, Jørgen
dc.date.accessioned2017-12-13T09:26:15Z
dc.date.available2017-12-13T09:26:15Z
dc.date.created2017-02-23T13:05:00Z
dc.date.issued2017
dc.identifier.citationCement & Concrete Composites. 2017, 78 73-83.nb_NO
dc.identifier.issn0958-9465
dc.identifier.urihttp://hdl.handle.net/11250/2471015
dc.description.abstractThermogravimetric analysis (TGA), powder X-ray diffraction (XRD) and thermodynamic modelling have been used to obtain Friedel's salt profiles for saturated mortar cylinders exposed to a 2.8 M NaCl solution. Comparison of the measured Friedel's salt profiles with the total chloride profiles indicates that only a minor part of the chloride ions is bound in Friedel's in the studied Portland cement (P) and limestone blended (L) cement. The chloride binding capacity with respect to the formation of Friedel's salt by consumption of monocarbonate is reached for the P and L mortars, where only a fraction of about 20% of the amount of C3A is found to contribute to formation of Friedel's salt. Higher amounts of Friedel's salt are formed in the metakaolin containing mortars. However, the limited chloride ingress depths prevent quantification of the potential full chloride binding capacity of Friedel's salt in these mortars. The measured amounts of Friedel's salt by TGA and the portlandite profiles show that the maximum amount of Friedel's salt is found in the region with limited leaching of calcium, which is in good agreement with the predicted Friedel's salt profiles.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.titleFriedel's salt profiles from thermogravimetric analysis and thermodynamic modelling of Portland cement-based mortars exposed to sodium chloride solutionnb_NO
dc.typeJournal articlenb_NO
dc.typePeer reviewednb_NO
dc.description.versionacceptedVersionnb_NO
dc.source.pagenumber73-83nb_NO
dc.source.volume78nb_NO
dc.source.journalCement & Concrete Compositesnb_NO
dc.identifier.doi10.1016/j.cemconcomp.2017.01.002
dc.identifier.cristin1453417
dc.description.localcode© 2017. This is the authors’ accepted and refereed manuscript to the article. Locked until 5.1.2019 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
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