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dc.contributor.authorDe Weerdt, Klaartje
dc.contributor.authorLothenbach, Barbara
dc.contributor.authorGeiker, Mette Rica
dc.date.accessioned2019-11-13T13:06:06Z
dc.date.available2019-11-13T13:06:06Z
dc.date.created2019-05-06T13:39:45Z
dc.date.issued2019
dc.identifier.citationCement and Concrete Research. 2019, 115 80-89.nb_NO
dc.identifier.issn0008-8846
dc.identifier.urihttp://hdl.handle.net/11250/2628276
dc.description.abstractThis study investigates whether chloride ingress testing can be done using NaCl solution instead of seawater when assessing the performance of concrete in marine conditions. Seawater contains besides sodium and chlorine additional elements such as sulfur and magnesium, which can change the phase assemblage in the concrete and thereby affect chloride ingress. Mortar samples prepared with Portland cement were exposed to seawater or NaCl solution with a similar chloride concentration. After 180 days of exposure to seawater, only the outer 1 mm was enriched in sulfur and magnesium, which had only a limited impact on the chloride ingress. Leaching, observed in the outer 10–20 mm both for NaCl and for seawater exposure had a much stronger influence on the chloride ingress. Hence, chloride ingress in marine exposed concrete can be assessed using NaCl solutions. To mirror the leaching in field exposure, the volume of exposure solution needs to be high.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.titleComparing chloride ingress from seawater and NaCl solution in Portland cement mortarnb_NO
dc.typeJournal articlenb_NO
dc.typePeer reviewednb_NO
dc.description.versionacceptedVersionnb_NO
dc.source.pagenumber80-89nb_NO
dc.source.volume115nb_NO
dc.source.journalCement and Concrete Researchnb_NO
dc.identifier.doi10.1016/j.cemconres.2018.09.014
dc.identifier.cristin1695800
dc.description.localcode© 2018. This is the authors’ accepted and refereed manuscript to the article. Locked until 19.10.2020 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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