Polymer action on alkali-silica reaction: further research

Bibliographic Details
Main Author: Feiteira , J.
Publication Date: 2012
Other Authors: Ribeiro, M. S.
Language: eng
Source: Repositórios Científicos de Acesso Aberto de Portugal (RCAAP)
Download full: http://repositorio.lnec.pt:8080/jspui/handle/123456789/1004845
Summary: Polymer modification of mortar and concrete can lead to improved transport and mechanical properties and thus its potential for an inhibiting effect on ASR or on resulting damage was investigated. An accelerated mortar bar test in a NaOH solution bath at 80 ºC had already been established as inadequate to assess the behaviour of polymer-cement mortars (PCMs) under ASR, but compared to that of an unmodified mortar, the cement paste of PCMs had shown a higher resistance to microcracking resulting from ASR. In the present study, unmodified and styrene-butadiene and acrylic-styrene modified mortar bars were subjected to a moist 38 ºC environment and their Na2Oeq content previously raised to 1.25%. These test conditions promoted ASR development more consistently between mortars with significant differences in moisture transport properties. It was confirmed that despite the previously observed higher resistance to damage resulting from ASR, higher expansion is expected in PCMs compared to unmodified mortar. Even though a strong correlation was observed between expansion and the volume of open, interconnected porosity, it’s likely that closed porosity and significant differences in elastic modulus between PCMs and unmodified mortar are also responsible for the higher expansion of PCMs.
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spelling Polymer action on alkali-silica reaction: further researchAlkali-silica reactionPolymer actionCement mortarPorosityPolymer modification of mortar and concrete can lead to improved transport and mechanical properties and thus its potential for an inhibiting effect on ASR or on resulting damage was investigated. An accelerated mortar bar test in a NaOH solution bath at 80 ºC had already been established as inadequate to assess the behaviour of polymer-cement mortars (PCMs) under ASR, but compared to that of an unmodified mortar, the cement paste of PCMs had shown a higher resistance to microcracking resulting from ASR. In the present study, unmodified and styrene-butadiene and acrylic-styrene modified mortar bars were subjected to a moist 38 ºC environment and their Na2Oeq content previously raised to 1.25%. These test conditions promoted ASR development more consistently between mortars with significant differences in moisture transport properties. It was confirmed that despite the previously observed higher resistance to damage resulting from ASR, higher expansion is expected in PCMs compared to unmodified mortar. Even though a strong correlation was observed between expansion and the volume of open, interconnected porosity, it’s likely that closed porosity and significant differences in elastic modulus between PCMs and unmodified mortar are also responsible for the higher expansion of PCMs.RILEM Publications S.A.R.L.2013-06-06T12:18:09Z2014-10-20T15:58:30Z2017-04-12T16:27:23Z2012-04-01T00:00:00Z2012-04conference objectinfo:eu-repo/semantics/publishedVersionapplication/pdfhttp://repositorio.lnec.pt:8080/jspui/handle/123456789/1004845engFeiteira , J.Ribeiro, M. S.info:eu-repo/semantics/openAccessreponame:Repositórios Científicos de Acesso Aberto de Portugal (RCAAP)instname:FCCN, serviços digitais da FCT – Fundação para a Ciência e a Tecnologiainstacron:RCAAP2025-05-17T02:59:10Zoai:localhost:123456789/1004845Portal AgregadorONGhttps://www.rcaap.pt/oai/openaireinfo@rcaap.ptopendoar:https://opendoar.ac.uk/repository/71602025-05-29T07:32:59.397554Repositórios Científicos de Acesso Aberto de Portugal (RCAAP) - FCCN, serviços digitais da FCT – Fundação para a Ciência e a Tecnologiafalse
dc.title.none.fl_str_mv Polymer action on alkali-silica reaction: further research
title Polymer action on alkali-silica reaction: further research
spellingShingle Polymer action on alkali-silica reaction: further research
Feiteira , J.
Alkali-silica reaction
Polymer action
Cement mortar
Porosity
title_short Polymer action on alkali-silica reaction: further research
title_full Polymer action on alkali-silica reaction: further research
title_fullStr Polymer action on alkali-silica reaction: further research
title_full_unstemmed Polymer action on alkali-silica reaction: further research
title_sort Polymer action on alkali-silica reaction: further research
author Feiteira , J.
author_facet Feiteira , J.
Ribeiro, M. S.
author_role author
author2 Ribeiro, M. S.
author2_role author
dc.contributor.author.fl_str_mv Feiteira , J.
Ribeiro, M. S.
dc.subject.por.fl_str_mv Alkali-silica reaction
Polymer action
Cement mortar
Porosity
topic Alkali-silica reaction
Polymer action
Cement mortar
Porosity
description Polymer modification of mortar and concrete can lead to improved transport and mechanical properties and thus its potential for an inhibiting effect on ASR or on resulting damage was investigated. An accelerated mortar bar test in a NaOH solution bath at 80 ºC had already been established as inadequate to assess the behaviour of polymer-cement mortars (PCMs) under ASR, but compared to that of an unmodified mortar, the cement paste of PCMs had shown a higher resistance to microcracking resulting from ASR. In the present study, unmodified and styrene-butadiene and acrylic-styrene modified mortar bars were subjected to a moist 38 ºC environment and their Na2Oeq content previously raised to 1.25%. These test conditions promoted ASR development more consistently between mortars with significant differences in moisture transport properties. It was confirmed that despite the previously observed higher resistance to damage resulting from ASR, higher expansion is expected in PCMs compared to unmodified mortar. Even though a strong correlation was observed between expansion and the volume of open, interconnected porosity, it’s likely that closed porosity and significant differences in elastic modulus between PCMs and unmodified mortar are also responsible for the higher expansion of PCMs.
publishDate 2012
dc.date.none.fl_str_mv 2012-04-01T00:00:00Z
2012-04
2013-06-06T12:18:09Z
2014-10-20T15:58:30Z
2017-04-12T16:27:23Z
dc.type.driver.fl_str_mv conference object
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