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Development of an injectable grout for concrete repair and strengthening

dc.contributor.authorBrás, Ana
dc.contributor.authorGião, Rita
dc.contributor.authorLucio, Valter
dc.contributor.authorChastre, Carlos
dc.date.accessioned2013-10-26T19:27:03Z
dc.date.available2013-10-26T19:27:03Z
dc.date.issued2013-03
dc.description.abstractThis paper deals with the coupled effect of temperature and silica fume addition on rheological, mechanical behaviour and porosity of grouts based on CEMI 42.5R, proportioned with a polycarboxylate-based high range water reducer. Preliminary tests were conducted to focus on the grout best able to fill a fibrous network since the goal of this study was to develop an optimized grout able to be injected in a mat of steel fibers for concrete strengthening. The grout composition was developed based on criteria for fresh state and hardened state properties. For a CEMI 42.5R based grout different high range water reducer dosages (0%, 0.2%, 0.4%, 0.5%, 0.7%) and silica fume (SF) dosages (0%, 2%, 4%) were tested (as replacement of cement by mass). Rheological measurements were used to investigate the effect of polycarboxylates (PCEs) and SF dosage on grout properties, particularly its workability loss, as the mix was to be injected in a matrix of steel fibers for concrete jacketing. The workability behaviour was characterized by the rheological parameters yield stress and plastic viscosity (for different grout temperatures and resting times), as well as the procedures of mini slump cone and funnel flow time. Then, further development focused only on the best grout compositions. The cement substitution by 2% of SF exhibited the best overall behaviour and was considered as the most promising compared to the others compositions tested. Concerning the fresh state analysis, a significant workability loss was detected if grout temperature increased above 35 degrees C. Below this temperature the grout presented a self-levelling behaviour and a life time equal to 45 min. In the hardened state, silica fumes increased not only the grout's porosity but also the grout's compressive strength at later ages, since the pozzolanic contribution to the compressive strength does not occur until 28 d and beyond. (C) 2012 Elsevier Ltd. All rights reserved.por
dc.identifier.citationBRÁS, Ana; [et al] – Development of an injectable grout for concrete repair and strengthening. Cement & Concrete Composites. ISSN 0958-9465. Vol. 37, N.º 1 (2013), pp. 185-195.por
dc.identifier.doi10.1016/j.conbuildmat.2009.12.034
dc.identifier.issn0958-9465
dc.identifier.urihttp://hdl.handle.net/10400.21/2796
dc.language.isoengpor
dc.peerreviewedyespor
dc.publisherElsevier SCI LTDpor
dc.subjectCement groutpor
dc.subjectSelf-levelingpor
dc.subjectRheologypor
dc.subjectTemperaturepor
dc.subjectUnidirectional steel fiberpor
dc.subjectMix optimizationpor
dc.subjectThixotropypor
dc.titleDevelopment of an injectable grout for concrete repair and strengtheningpor
dc.typejournal article
dspace.entity.typePublication
oaire.citation.conferencePlaceOxonpor
oaire.citation.endPage195por
oaire.citation.issue1por
oaire.citation.startPage185por
oaire.citation.titleCement & Concrete Compositespor
oaire.citation.volume37por
person.familyNameGião
person.familyNameLúcio
person.familyNameChastre
person.givenNameRita
person.givenNameVálter
person.givenNameCarlos
person.identifier2687516
person.identifier.ciencia-id561D-59FE-0017
person.identifier.ciencia-idB21A-5BED-AAE7
person.identifier.orcid0000-0003-0257-3163
person.identifier.orcid0000-0002-5864-551X
person.identifier.orcid0000-0002-7708-6995
person.identifier.ridH-4228-2016
person.identifier.ridF-8046-2014
person.identifier.ridC-6746-2008
person.identifier.scopus-author-id55484420900
person.identifier.scopus-author-id25927360600
person.identifier.scopus-author-id36008057200
rcaap.rightsrestrictedAccesspor
rcaap.typearticlepor
relation.isAuthorOfPublicationadb75989-2846-467a-898e-dd3a606377fd
relation.isAuthorOfPublication3bf70064-2de6-4205-93f8-6dde591d61da
relation.isAuthorOfPublicationf632d2fc-caf8-4621-9e21-858a26ffcfd1
relation.isAuthorOfPublication.latestForDiscovery3bf70064-2de6-4205-93f8-6dde591d61da

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