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dc.contributor.authorGeiker, Mette Rica
dc.contributor.authorDe Weerdt, Klaartje
dc.contributor.authorFerreiro Garzón, Sergio
dc.contributor.authorJensen, Mads Mønster
dc.contributor.authorJohannesson, Björn
dc.contributor.authorMichel, Alexander
dc.date.accessioned2018-01-04T12:34:39Z
dc.date.available2018-01-04T12:34:39Z
dc.date.created2017-12-01T16:53:37Z
dc.date.issued2017
dc.identifier.citationNordic Concrete Research. 2017, Proceedings of the XXIII Nordic Concrete Research Symposium, Part 2, 97-100.nb_NO
dc.identifier.isbn978-82-8208-056-9
dc.identifier.urihttp://hdl.handle.net/11250/2475679
dc.description.abstractResistance to chloride ingress of ten different binders was investigated. Most of the binders were prepared with 35% substitution of a new clinker by limestone filler, calcined clay, burnt shale and/or siliceous fly ash. Mortar samples with similar design compressive strength after 90 days were exposed to artificial sea-water for 270 days. The results indicate that the use of alternative binders may lead to up to around 15% reduction in CO2 emission without compromising 90 days compressive strength and resistance to chloride ingress in marine exposure.nb_NO
dc.language.isoengnb_NO
dc.publisherNorsk Betongforeningnb_NO
dc.relation.ispartofNORDIC CONCRETE RESEARCH. Proceedings of the XXIII Nordic Concrete Research Symposium
dc.titleDurability testing of low clinker blends - chloride ingress in similar strength mortar exposed to seawaternb_NO
dc.typeChapternb_NO
dc.typePeer reviewednb_NO
dc.description.versionacceptedVersionnb_NO
dc.source.pagenumber97-100nb_NO
dc.source.journalNordic Concrete Researchnb_NO
dc.identifier.cristin1521760
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


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