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dc.contributor.authorFremmergård, Øyvind
dc.contributor.authorFjærestrand, Mats
dc.contributor.authorHjelseth, Simen Michael Dilling
dc.contributor.authorLassen, Ann Karina
dc.contributor.authorKioumarsi, Mahdi
dc.date.accessioned2018-01-25T10:18:04Z
dc.date.accessioned2018-08-17T10:15:08Z
dc.date.available2018-01-25T10:18:04Z
dc.date.available2018-08-17T10:15:08Z
dc.date.issued2017
dc.identifier.citationFremmergård Ø, Fjærestrand M, Hjelseth SMD, Lassen AK, Kioumarsi MM: Reasons to the low use of self-consolidating concrete in Norway. In: Tange Hasholt. NORDIC CONCRETE RESEARCH. Proceedings of the XXIII Nordic Concrete Research Symposium, 2017. Norsk Betongforening p. 365-368en
dc.identifier.issn0800-6377
dc.identifier.urihttps://hdl.handle.net/10642/6062
dc.description.abstractAccording to several research papers, self-consolidating concrete (SCC) should be able to offer advantages over conventional vibrated concrete (CVC) [1 - 3 ] . Nevertheless, in Norway SCC has a relatively low market share, and the use is mainly concentrated to the capitol and nearby districts. In this paper, through interviews with professionals in the construction industry, possible causes of the low use of SCC in Norway have been investigated. Lab tests have also been conducted to study effects of variations in the concrete composition, as well as the effects of poor execution that can occur due to inadequate competence of construction workers. According to the paper ́s results, perceived advantages of the SCC are not nearly as many as those mentioned in various research papers [2 - 4 ] .en
dc.language.isoenen
dc.publisherNorsk Betongforeningen
dc.subjectSelf-consolidating concreteen
dc.subjectReinforced concreteen
dc.subjectQuality controlen
dc.subjectAdmixturesen
dc.titleReasons to the low use of self-consolidating concrete in Norwayen
dc.typeJournal articleen
dc.typePeer revieweden
dc.date.updated2018-01-25T10:18:04Z
dc.description.versionpublishedVersionen
dc.identifier.cristin1491913
dc.source.isbn978-82-8208-056-9


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