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dc.contributor.authorBorchers, I.
dc.contributor.authorLindgård, Jan
dc.contributor.authorMüller, C.
dc.date.accessioned2022-12-16T08:35:10Z
dc.date.available2022-12-16T08:35:10Z
dc.date.created2022-12-06T09:42:25Z
dc.date.issued2022
dc.identifier.issn0465-2746
dc.identifier.urihttps://hdl.handle.net/11250/3038164
dc.description.abstractField site tests were carried out to assess the reliability of the tests developed by RILEM and some regional tests to evaluate the alkali-reactivity potential of aggregates (eight tests were included). One hundred concrete cubes made with 13 different European aggregate combinations were stored on eight different European field sites to compare their expansions with the laboratory test results. All highly reactive aggregate combinations caused significant expansion of concrete cubes within the first six years on all field sites from Norway to Spain. These and the non-reactive aggregate combinations were correctly identified with all laboratory tests. Concrete cubes with moderately reactive aggregate combinations expanded very slowly and mainly in the outdoor exposure sites with warm climate conditions. The RILEM test method AAR-4.1 (60°C accelerated concrete prism test) and the Norwegian concrete prism test at 38°C seem to be best suited to identity the potential reactivity of moderately reactive aggregate combinations.en_US
dc.language.isoengen_US
dc.rightsCC BY 4.0*
dc.rights.urihttp://creativecommons.org/licenses/by/4.0/*
dc.subjectAccelerated mortar bar testen_US
dc.subjectClimateen_US
dc.subjectConcrete prism testen_US
dc.subjectField site testen_US
dc.subjectModerately reactive aggregatesen_US
dc.titleEvaluation of laboratory test methods for assessing the alkali-reactivity potential of aggregates by field site testsen_US
dc.title.alternativeEvaluation of laboratory test methods for assessing the alkali-reactivity potential of aggregates by field site testsen_US
dc.typePeer revieweden_US
dc.typeJournal articleen_US
dc.description.versionpublishedVersionen_US
dc.rights.holder© 2022 The authorsen_US
dc.subject.nsiVDP::Teknologi: 500en_US
dc.source.volume72en_US
dc.source.journalMateriales de construcciónen_US
dc.source.issue346, April-Juneen_US
dc.identifier.doi10.3989/mc.2022.17221
dc.identifier.cristin2089236
cristin.ispublishedtrue
cristin.fulltextoriginal
cristin.qualitycode1


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