The effectiveness of laboratory expansion tests in the identification of slowly reactive aggregates

Detalhes bibliográficos
Autor(a) principal: Fernandes, I.
Data de Publicação: 2015
Outros Autores: Santos Silva, A., Soares, D., Ramos, V.
Tipo de documento: Artigo
Idioma: eng
Título da fonte: Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)
Texto Completo: http://repositorio.lnec.pt:8080/jspui/handle/123456789/1007280
Resumo: Cases of alkali-silica reaction were reported for the first time in Portugal in the 1990s, mainly associated with slowly reactive aggregates of granitic composition used in large dams. A research project was developed aiming at the determination of the most effective laboratory test for the identification of the alkali reactivity of this type of aggregates. The laboratory tests followed the recommendations and standards developed under the scope of RILEM Committee on Alkali-Silica Reaction, namely the petrographic method and the concrete prism tests at 38°C (RILEM AAR-3) and 60°C (RILEM AAR-4.1). Also accelerated mortar bar tests were performed according with ASTM C1260 standard. The results obtained in the last 4 years for about 40 granitic samples show that although the petrographic method can be very useful for the identification and quantification of potentially reactive forms of silica, it is mandatory to evaluate the variability of granularity of the rocks at the quarries’ scale and the possible presence of faults or dykes with which the occurrence of microcrystalline quartz might be associated. It could be confirmed that the ASTM C1260 (80°C, immersion in 1M NaOH solution) accelerated mortar bar test, with its generally accepted limits, is ineffective for granitic aggregates. A suggestion is given for the revision of the threshold and/or the duration of the test. The concrete prism test AAR-4.1 (60°C, relative humidity>95%) proved to be more effective to identify a larger number of slowly reactive granitic aggregates than the AAR-3 (38°C, relative humidity>95%). The results are discussed in relation to two different criteria proposed by other authors.
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spelling The effectiveness of laboratory expansion tests in the identification of slowly reactive aggregatesAggregatesAlkali-silica reactionExpansion testsGranitesRILEM AAR-3RILEM AAR-4.1Slowly reactiveAAR preventionCases of alkali-silica reaction were reported for the first time in Portugal in the 1990s, mainly associated with slowly reactive aggregates of granitic composition used in large dams. A research project was developed aiming at the determination of the most effective laboratory test for the identification of the alkali reactivity of this type of aggregates. The laboratory tests followed the recommendations and standards developed under the scope of RILEM Committee on Alkali-Silica Reaction, namely the petrographic method and the concrete prism tests at 38°C (RILEM AAR-3) and 60°C (RILEM AAR-4.1). Also accelerated mortar bar tests were performed according with ASTM C1260 standard. The results obtained in the last 4 years for about 40 granitic samples show that although the petrographic method can be very useful for the identification and quantification of potentially reactive forms of silica, it is mandatory to evaluate the variability of granularity of the rocks at the quarries’ scale and the possible presence of faults or dykes with which the occurrence of microcrystalline quartz might be associated. It could be confirmed that the ASTM C1260 (80°C, immersion in 1M NaOH solution) accelerated mortar bar test, with its generally accepted limits, is ineffective for granitic aggregates. A suggestion is given for the revision of the threshold and/or the duration of the test. The concrete prism test AAR-4.1 (60°C, relative humidity>95%) proved to be more effective to identify a larger number of slowly reactive granitic aggregates than the AAR-3 (38°C, relative humidity>95%). The results are discussed in relation to two different criteria proposed by other authors.Concrete Institute of Australia2015-06-16T10:37:03Z2017-04-13T11:46:44Z2015-06-01T00:00:00Z2015-06info:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/articleapplication/pdftext/plainhttp://repositorio.lnec.pt:8080/jspui/handle/123456789/1007280eng1440-656X, VOL 41 No 2Fernandes, I.Santos Silva, A.Soares, D.Ramos, V.info:eu-repo/semantics/openAccessreponame:Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)instname:Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informaçãoinstacron:RCAAP2024-09-28T03:05:55Zoai:localhost:123456789/1007280Portal AgregadorONGhttps://www.rcaap.pt/oai/openairemluisa.alvim@gmail.comopendoar:71602024-09-28T03:05:55Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos) - Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informaçãofalse
dc.title.none.fl_str_mv The effectiveness of laboratory expansion tests in the identification of slowly reactive aggregates
title The effectiveness of laboratory expansion tests in the identification of slowly reactive aggregates
spellingShingle The effectiveness of laboratory expansion tests in the identification of slowly reactive aggregates
Fernandes, I.
Aggregates
Alkali-silica reaction
Expansion tests
Granites
RILEM AAR-3
RILEM AAR-4.1
Slowly reactive
AAR prevention
title_short The effectiveness of laboratory expansion tests in the identification of slowly reactive aggregates
title_full The effectiveness of laboratory expansion tests in the identification of slowly reactive aggregates
title_fullStr The effectiveness of laboratory expansion tests in the identification of slowly reactive aggregates
title_full_unstemmed The effectiveness of laboratory expansion tests in the identification of slowly reactive aggregates
title_sort The effectiveness of laboratory expansion tests in the identification of slowly reactive aggregates
author Fernandes, I.
author_facet Fernandes, I.
Santos Silva, A.
Soares, D.
Ramos, V.
author_role author
author2 Santos Silva, A.
Soares, D.
Ramos, V.
author2_role author
author
author
dc.contributor.author.fl_str_mv Fernandes, I.
Santos Silva, A.
Soares, D.
Ramos, V.
dc.subject.por.fl_str_mv Aggregates
Alkali-silica reaction
Expansion tests
Granites
RILEM AAR-3
RILEM AAR-4.1
Slowly reactive
AAR prevention
topic Aggregates
Alkali-silica reaction
Expansion tests
Granites
RILEM AAR-3
RILEM AAR-4.1
Slowly reactive
AAR prevention
description Cases of alkali-silica reaction were reported for the first time in Portugal in the 1990s, mainly associated with slowly reactive aggregates of granitic composition used in large dams. A research project was developed aiming at the determination of the most effective laboratory test for the identification of the alkali reactivity of this type of aggregates. The laboratory tests followed the recommendations and standards developed under the scope of RILEM Committee on Alkali-Silica Reaction, namely the petrographic method and the concrete prism tests at 38°C (RILEM AAR-3) and 60°C (RILEM AAR-4.1). Also accelerated mortar bar tests were performed according with ASTM C1260 standard. The results obtained in the last 4 years for about 40 granitic samples show that although the petrographic method can be very useful for the identification and quantification of potentially reactive forms of silica, it is mandatory to evaluate the variability of granularity of the rocks at the quarries’ scale and the possible presence of faults or dykes with which the occurrence of microcrystalline quartz might be associated. It could be confirmed that the ASTM C1260 (80°C, immersion in 1M NaOH solution) accelerated mortar bar test, with its generally accepted limits, is ineffective for granitic aggregates. A suggestion is given for the revision of the threshold and/or the duration of the test. The concrete prism test AAR-4.1 (60°C, relative humidity>95%) proved to be more effective to identify a larger number of slowly reactive granitic aggregates than the AAR-3 (38°C, relative humidity>95%). The results are discussed in relation to two different criteria proposed by other authors.
publishDate 2015
dc.date.none.fl_str_mv 2015-06-16T10:37:03Z
2015-06-01T00:00:00Z
2015-06
2017-04-13T11:46:44Z
dc.type.status.fl_str_mv info:eu-repo/semantics/publishedVersion
dc.type.driver.fl_str_mv info:eu-repo/semantics/article
format article
status_str publishedVersion
dc.identifier.uri.fl_str_mv http://repositorio.lnec.pt:8080/jspui/handle/123456789/1007280
url http://repositorio.lnec.pt:8080/jspui/handle/123456789/1007280
dc.language.iso.fl_str_mv eng
language eng
dc.relation.none.fl_str_mv 1440-656X, VOL 41 No 2
dc.rights.driver.fl_str_mv info:eu-repo/semantics/openAccess
eu_rights_str_mv openAccess
dc.format.none.fl_str_mv application/pdf
text/plain
dc.publisher.none.fl_str_mv Concrete Institute of Australia
publisher.none.fl_str_mv Concrete Institute of Australia
dc.source.none.fl_str_mv reponame:Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)
instname:Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informação
instacron:RCAAP
instname_str Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informação
instacron_str RCAAP
institution RCAAP
reponame_str Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)
collection Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)
repository.name.fl_str_mv Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos) - Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informação
repository.mail.fl_str_mv mluisa.alvim@gmail.com
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