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dc.contributor.authorLi, Xuerun
dc.contributor.authorSnellings, Ruben
dc.contributor.authorAntoni, Mathieu
dc.contributor.authorAlderete, Natalia Mariel
dc.contributor.authorBen Haha, Mohsen
dc.contributor.authorBishnoi, Shashank
dc.contributor.authorCizer, Özlem
dc.contributor.authorCyr, Martin
dc.contributor.authorDe Weerdt, Klaartje
dc.contributor.authorDhandapani, Yuvaraj
dc.contributor.authorDuchesne, Josée
dc.contributor.authorHaufe, Johannes
dc.contributor.authorHooton, Doug
dc.contributor.authorJuenger, Maria
dc.contributor.authorKamali-Bernard, Siham
dc.contributor.authorKramar, Sabina
dc.contributor.authorMarroccoli, Milena
dc.contributor.authorJoseph, Aneeta Mary
dc.contributor.authorParashar, Anuj
dc.contributor.authorPatapy, Cedric
dc.contributor.authorProvis, John L.
dc.contributor.authorSabio, Sergio
dc.contributor.authorSanthanam, Manu
dc.contributor.authorSteger, Laurent
dc.contributor.authorSui, Tongbo
dc.contributor.authorTelesca, Antonio
dc.contributor.authorVollpracht, Anya
dc.contributor.authorVargas, Felipe
dc.contributor.authorWalkley, Brant
dc.contributor.authorWinnefeld, Frank
dc.contributor.authorYe, Guang
dc.contributor.authorZajac, Maciej
dc.contributor.authorZhang, Shizhe
dc.contributor.authorScrivener, Karen L.
dc.date.accessioned2019-11-13T12:54:35Z
dc.date.available2019-11-13T12:54:35Z
dc.date.created2019-02-12T18:12:11Z
dc.date.issued2018
dc.identifier.citationMaterials and Structures. 2018, 51:151 (6), 1-14.nb_NO
dc.identifier.issn1359-5997
dc.identifier.urihttp://hdl.handle.net/11250/2628261
dc.description.abstractA primary aim of RILEM TC 267-TRM: “Tests for Reactivity of Supplementary Cementitious Materials (SCMs)” is to compare and evaluate the performance of conventional and novel SCM reactivity test methods across a wide range of SCMs. To this purpose, a round robin campaign was organized to investigate 10 different tests for reactivity and 11 SCMs covering the main classes of materials in use, such as granulated blast furnace slag, fly ash, natural pozzolan and calcined clays. The methods were evaluated based on the correlation to the 28 days relative compressive strength of standard mortar bars containing 30% of SCM as cement replacement and the interlaboratory reproducibility of the test results. It was found that only a few test methods showed acceptable correlation to the 28 days relative strength over the whole range of SCMs. The methods that showed the best reproducibility and gave good correlations used the R3 model system of the SCM and Ca(OH)2, supplemented with alkali sulfate/carbonate. The use of this simplified model system isolates the reaction of the SCM and the reactivity can be easily quantified from the heat release or bound water content. Later age (90 days) strength results also correlated well with the results of the IS 1727 (Indian standard) reactivity test, an accelerated strength test using an SCM/Ca(OH)2-based model system. The current standardized tests did not show acceptable correlations across all SCMs, although they performed better when latently hydraulic materials (blast furnace slag) were excluded. However, the Frattini test, Chapelle and modified Chapelle test showed poor interlaboratory reproducibility, demonstrating experimental difficulties. The TC 267-TRM will pursue the development of test protocols based on the R3 model systems. Acceleration and improvement of the reproducibility of the IS 1727 test will be attempted as well.nb_NO
dc.language.isoengnb_NO
dc.publisherSpringer Verlagnb_NO
dc.titleReactivity tests for supplementary cementitious materials: RILEM TC 267-TRM phase 1nb_NO
dc.typeJournal articlenb_NO
dc.typePeer reviewednb_NO
dc.description.versionacceptedVersionnb_NO
dc.source.pagenumber1-14nb_NO
dc.source.volume51:151nb_NO
dc.source.journalMaterials and Structuresnb_NO
dc.source.issue6nb_NO
dc.identifier.doi10.1617/s11527-018-1269-x
dc.identifier.cristin1676619
dc.description.localcodeThis is a post-peer-review, pre-copyedit version of an article. The final authenticated version is available online at: http://dx.doi.org/10.1617/s11527-018-1269-xnb_NO
cristin.unitcode194,64,45,0
cristin.unitnameInstitutt for konstruksjonsteknikk
cristin.ispublishedtrue
cristin.fulltextpostprint
cristin.qualitycode1


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