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dc.contributor.authorShpak, Andrei
dc.contributor.authorJacobsen, Stefan
dc.date.accessioned2020-03-11T12:12:31Z
dc.date.available2020-03-11T12:12:31Z
dc.date.created2020-03-06T17:03:10Z
dc.date.issued2019
dc.identifier.citationNordic Concrete Research. 2019, 61 (2), 1-21.nb_NO
dc.identifier.issn0800-6377
dc.identifier.urihttp://hdl.handle.net/11250/2646392
dc.description.abstractLaboratory measurements show that varying the dosage sequence of air-entraining agent and co-polymer in the mix (SP added before, after or together with AEA) greatly affects air entrainment in fresh and hardened fly ash concrete. Image analysis shows a somewhat lower specific surface when SP is added together with AEA. Foam Index measurements on the same binder materials, admixtures, and dosage sequences were therefore found less useful for studying the effect of admixture combinations. Obtaining a certain air content using the experience with AEA-SP dosage was found to be an untrivial task if there is a lack of parameter control. Finally, examples of successful mixing procedure for air entrainment in a series of high-volume fly ash concrete are shown.nb_NO
dc.language.isoengnb_NO
dc.publisherNordic Concrete Federationnb_NO
dc.rightsAttribution-NonCommercial-NoDerivatives 4.0 Internasjonal*
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/4.0/deed.no*
dc.titleEffect of AEA-SP Dosage Sequence on Air Entrainment in FA Concretenb_NO
dc.typeJournal articlenb_NO
dc.typePeer reviewednb_NO
dc.description.versionpublishedVersionnb_NO
dc.source.pagenumber1-21nb_NO
dc.source.volume61nb_NO
dc.source.journalNordic Concrete Researchnb_NO
dc.source.issue2nb_NO
dc.identifier.doi10.2478/ncr-2019-0013
dc.identifier.cristin1800242
dc.relation.projectNorges forskningsråd: 245645nb_NO
dc.description.localcode© Article authors. This is an open access article distributed under the Creative Commons Attribution-NonCommercial-NoDerivs licens. (http://creaticecommons.org/licenses/by.nc-nd/3.0/).nb_NO
cristin.unitcode194,64,45,0
cristin.unitnameInstitutt for konstruksjonsteknikk
cristin.ispublishedtrue
cristin.fulltextoriginal
cristin.qualitycode1


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Attribution-NonCommercial-NoDerivatives 4.0 Internasjonal
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