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dc.contributor.authorRevert, Andres Belda
dc.contributor.authorDe Weerdt, Klaartje
dc.contributor.authorGeiker, Mette Rica
dc.contributor.authorHjorth Jakobsen, Ulla
dc.date.accessioned2018-01-04T13:03:00Z
dc.date.available2018-01-04T13:03:00Z
dc.date.created2017-08-28T10:38:58Z
dc.date.issued2017
dc.identifier.citationNordic Concrete Research. 2017, Proceedings of the XXIII Nordic Concrete Research Symposium, Part 2, 85-88.nb_NO
dc.identifier.isbn9788282080569
dc.identifier.urihttp://hdl.handle.net/11250/2475702
dc.description.abstractCarbonation resistance of concrete is usually tested under accelerated conditions, i.e. by elevating the CO2 concentration compared to natural conditions and keeping the RH close to 60%. However, it is not clear if these conditions mirror the natural process. Using SEM-EDS we investigated the composition of the reaction products of carbonated and non-carbonated concrete containing 0, 18 and 30% fly ash exposed to three different carbonation conditions. In noncarbonated concrete the reaction products depended on the binder. However, in carbonated concrete the reaction products were similar in composition in all the concretes and exposure conditions tested.nb_NO
dc.language.isoengnb_NO
dc.publisherNorsk Betongforeningnb_NO
dc.relation.ispartofNORDIC CONCRETE RESEARCH. Proceedings of the XXIII Nordic Concrete Research Symposium
dc.titleSEM-EDS analysis of products formed under natural and accelerated carbonation of concrete with CEM I, CEM II/B-M and CEM II/B-Vnb_NO
dc.typeChapternb_NO
dc.typePeer reviewednb_NO
dc.description.versionpublishedVersionnb_NO
dc.source.pagenumber85-88nb_NO
dc.source.journalNordic Concrete Researchnb_NO
dc.identifier.cristin1488977
dc.description.localcodeThis is the published version, available from https://nordicconcrete.net/wp-content/uploads/2017/08/XXIII-NCR-Symposium-DEL-2-A4-A6-proceedings.pdfnb_NO
cristin.unitcode194,64,45,0
cristin.unitnameInstitutt for konstruksjonsteknikk
cristin.ispublishedtrue
cristin.fulltextoriginal


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