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dc.contributor.authorWahlbom, David
dc.contributor.authorFridh, Katja
dc.contributor.authorFeng-Chong, Teddy
dc.contributor.authorDangla, Patrick
dc.contributor.authorGeiker, Mette Rica
dc.contributor.authorJacobsen, Stefan
dc.contributor.authorSkocek, Jan
dc.contributor.authorHuy Vu, Quoc
dc.date.accessioned2018-01-03T11:45:26Z
dc.date.available2018-01-03T11:45:26Z
dc.date.created2017-09-11T14:46:33Z
dc.date.issued2017
dc.identifier.citationNordic Concrete Research. 2017, Proceedings of the XXIII Nordic Concrete Research Symposium, Part 2, 157-160.nb_NO
dc.identifier.issn0800-6377
dc.identifier.urihttp://hdl.handle.net/11250/2474329
dc.description.abstractThe project will address the mechanism(s) of deterioration in frost salt scaling (FSS) including the potentially protective effect of entrained air voids and the performance of low-clinker blends. Frost deterioration of concrete is an important durability issue for concrete structures exposed to high humidity, frost and deicers (exposure classes XF1-4 in EN206). Today when the variety of binder compositions is rapidly increasing it is more important than ever to understand the mechanism behind the deterioration to define a reliable test method to obtain frost durable structures.nb_NO
dc.language.isoengnb_NO
dc.publisherNorsk Betongforeningnb_NO
dc.titleFrost Salt Scaling of Concretenb_NO
dc.typeConference objectnb_NO
dc.typeJournal articlenb_NO
dc.typePeer reviewednb_NO
dc.description.versionacceptedVersionnb_NO
dc.source.pagenumber157-160nb_NO
dc.source.volume57nb_NO
dc.source.journalNordic Concrete Researchnb_NO
dc.source.issue2/17nb_NO
dc.identifier.cristin1492747
dc.description.localcodeThis is the accepted version of the article.nb_NO
cristin.unitcode194,64,45,0
cristin.unitnameInstitutt for konstruksjonsteknikk
cristin.ispublishedtrue
cristin.fulltextpostprint
cristin.qualitycode1


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