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dc.contributor.authorSantos Silva, A.pt_BR
dc.contributor.authorSoares, D.pt_BR
dc.contributor.authorMatos, L.pt_BR
dc.contributor.authorFernandes, I.pt_BR
dc.contributor.authorSalta, M. M.pt_BR
dc.date.accessioned2013-08-21T12:12:31Zpt_BR
dc.date.accessioned2014-10-20T16:31:36Zpt_BR
dc.date.accessioned2017-04-12T13:32:19Z-
dc.date.available2013-08-21T12:12:31Zpt_BR
dc.date.available2014-10-20T16:31:36Zpt_BR
dc.date.available2017-04-12T13:32:19Z-
dc.date.issued2013pt_BR
dc.identifier.otherdoi:10.4028/www.scientific.net/MSF.730-732.409pt_BR
dc.identifier.urihttps://repositorio.lnec.pt/jspui/handle/123456789/1005104-
dc.description.abstractThe alkali-aggregate reaction (AAR) in concrete is a group of chemical reactions that involves the reaction of certain minerals present in the aggregates with alkali and hydroxyl ions in the interstitial solution of cement paste in concrete. These reactions form an alkaline hygroscopic gel that absorbs water and expands causing internal stresses with cracking. The AAR mitigation measures oblige the correct evaluation of the alkali reactivity of the aggregates. This is normally assessed by petrographic, chemical or expansion test methods. Several studies regarding alkali reactivity of aggregates for concrete structures in Portugal, including bridges and dams, indicated that their field performance does not correspond to the previously performed evaluation. Presently, Portuguese methodology is based on the LNEC Specification E461-2007, which shows some limitations regarding rock types such as granitoids. This situation motivated the development of a research project, involving medium and long term expansion tests in different conditions, under accelerated and natural exposure conditions, as well as petrographic evaluation of the main Portuguese aggregates used/to be used in concrete. This paper presents the preliminary results of this research.pt_BR
dc.description.sponsorshipThis work is financed by National Funds through FCT - Fundação para a Ciência e Tecnologia under the project EXREACT (Mitigation of deleterious internal expansive reactions in concrete structures, PTDC/CTM/65243/2006), IMPROVE (Improving the performance of aggregates for the inhibition of alkali-aggregate reactions in concrete, PTDC/ECM/115486/2009), DURATINET (Durable Tranport Infrastructures in the Atlantic Area Network) for Transnational Programme of Atlantic Area 2007-2013, co-financed by FEDER and Plurianual Project GeoREMAT of the Geology Centre of Oporto University.pt_BR
dc.language.isoengpt_BR
dc.publisherTrans Tech Publicationspt_BR
dc.rightsopenAccesspt_BR
dc.subjectAsrpt_BR
dc.subjectAggregatespt_BR
dc.subjectAlkali reactivitypt_BR
dc.subjectConcretept_BR
dc.titleAlkali-Aggregate Reactions in Concrete: Methodologies Applied in the Evaluation of Alkali Reactivity of Aggregates for Concretept_BR
dc.typearticlept_BR
dc.identifier.localedicaoSwitzerlandpt_BR
dc.description.figures7pt_BR
dc.description.tables1pt_BR
dc.description.pages409-414pppt_BR
dc.description.volumeVols. 730-732pt_BR
dc.description.sectorDM/NMMpt_BR
dc.identifier.proc0204/14/16587pt_BR
dc.identifier.proc0204/14/17905pt_BR
dc.identifier.proc0204/17/17160pt_BR
dc.identifier.proc0202/11/17679pt_BR
dc.description.magazineMaterials Science Forumpt_BR
Appears in Collections:DM/NMM - Comunicações a congressos e artigos de revista

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