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dc.contributor.authorLiaudat, Joaquín
dc.contributor.authorCarol, Ignacio
dc.contributor.authorLópez Garello, Carlos María
dc.contributor.authorLeemann, Andreas
dc.contributor.otherUniversitat Politècnica de Catalunya. Departament d'Enginyeria Civil i Ambiental
dc.date.accessioned2020-04-02T14:56:23Z
dc.date.available2021-05-22T00:26:42Z
dc.date.issued2019-09
dc.identifier.citationLiaudat, J. [et al.]. ASR expansions at the level of a single glass-cement paste interface: experimental results and proposal of a reaction-expansion mechanism. "Construction and building materials", Setembre 2019, vol. 218, p. 108-118.
dc.identifier.issn0950-0618
dc.identifier.urihttp://hdl.handle.net/2117/182962
dc.description.abstractA new experimental methodology for studying ASR expansions at the level of a single aggregate-cementitious matrix interface is proposed. For this methodology, small sandwich-like specimens, with cement paste or mortar on top and bottom of a disc of soda-lime (SL) glass in the middle, are used. These specimens are placed in airtight containers with an alkaline solution and heated in an oven at 60 °C. In these conditions, ASR products are formed rapidly at the interface of the disc and the cementitious matrix, inducing length changes in the specimen which are measured regularly. The morphology and composition of the ASR products are studied by means of SEM/EDS analyses. This inexpensive and very easy to replicate methodology may provide valuable information about the ASR expansion mechanisms. The specimens developed expansions of about 30 µm before the SL glass got detached from the cement paste matrix. SEM/EDS analyses of the reaction products formed in between the SL glass and the cement paste matrix indicate calcium-to-silica molar ratios ranging between 1.0 and 1.5. Finally, based on the experimental results presented in this paper, as well as on other experimental and theoretical results found in the literature, a reaction-expansion mechanism for ASR in SL glass concrete is proposed.
dc.format.extent11 p.
dc.language.isoeng
dc.publisherElsevier
dc.rights© 2019. Elsevier
dc.rightsAttribution-NonCommercial-NoDerivatives 4.0 International
dc.rights.urihttps://creativecommons.org/licenses/by-nc-nd/4.0/
dc.subjectÀrees temàtiques de la UPC::Enginyeria civil::Materials i estructures::Materials i estructures de formigó
dc.subject.lcshAlkali silica reactions
dc.subject.lcshConcrete--Deterioration
dc.subject.otherAlkali-silica reaction
dc.subject.otherASR
dc.subject.otherConcrete
dc.subject.otherGlass
dc.subject.otherInterface
dc.subject.otherDurability
dc.titleASR expansions at the level of a single glass-cement paste interface: experimental results and proposal of a reaction-expansion mechanism
dc.typeArticle
dc.subject.lemacFormigó -- Deterioració
dc.contributor.groupUniversitat Politècnica de Catalunya. MECMAT - Mecànica de Materials
dc.identifier.doi10.1016/j.conbuildmat.2019.05.106
dc.description.peerreviewedPeer Reviewed
dc.relation.publisherversionhttps://www.sciencedirect.com/science/article/abs/pii/S0950061819312759
dc.rights.accessOpen Access
local.identifier.drac25167036
dc.description.versionPostprint (author's final draft)
dc.relation.projectidinfo:eu-repo/grantAgreement/MINECO/1PE/BIA2016-76543-R
local.citation.authorLiaudat, J.; Carol, I.; Lopez, C.; Leemann, Andreas
local.citation.publicationNameConstruction and building materials
local.citation.volume218
local.citation.startingPage108
local.citation.endingPage118


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