Potential reactivity of granitic rocks. Petrographic characterization vs accelerated expansion tests
Autor(a) principal: | |
---|---|
Data de Publicação: | 2016 |
Outros Autores: | , , , |
Tipo de documento: | Artigo |
Idioma: | eng |
Título da fonte: | Revista IBRACON de Estruturas e Materiais |
Texto Completo: | http://old.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952016000100066 |
Resumo: | Several cases of alkali-silica reaction involving granitic aggregates have been diagnosed in damaged concrete structures in Portugal. Nonetheless, this kind of rock is usually regarded as slow/late reactive or even non-reactive to alkalis. Granitic rocks are widely exploited in Northern and Central Portugal, representing almost half of the produced aggregates in this country. Project IMPROVE rose from the need to accurately diagnose the potential reactivity of granites to alkalis. The study involved about forty granites collected from different regions in Portugal, from which the results of eight samples are being presented in this paper. The tests carried out include the petrographic analyses of the aggregates and mortar and concrete expansion tests. It was concluded that the content of microcrystalline quartz correlates better with the results of AAR-4.1 than with the other expansion tests. |
id |
IBRACON-1_958f8ed6c153733d93bad5ece6fa3c2b |
---|---|
oai_identifier_str |
oai:scielo:S1983-41952016000100066 |
network_acronym_str |
IBRACON-1 |
network_name_str |
Revista IBRACON de Estruturas e Materiais |
repository_id_str |
|
spelling |
Potential reactivity of granitic rocks. Petrographic characterization vs accelerated expansion testsalkali-silica reactiongranitespetrographyexpansion testsperformanceSeveral cases of alkali-silica reaction involving granitic aggregates have been diagnosed in damaged concrete structures in Portugal. Nonetheless, this kind of rock is usually regarded as slow/late reactive or even non-reactive to alkalis. Granitic rocks are widely exploited in Northern and Central Portugal, representing almost half of the produced aggregates in this country. Project IMPROVE rose from the need to accurately diagnose the potential reactivity of granites to alkalis. The study involved about forty granites collected from different regions in Portugal, from which the results of eight samples are being presented in this paper. The tests carried out include the petrographic analyses of the aggregates and mortar and concrete expansion tests. It was concluded that the content of microcrystalline quartz correlates better with the results of AAR-4.1 than with the other expansion tests.IBRACON - Instituto Brasileiro do Concreto2016-02-01info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersiontext/htmlhttp://old.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952016000100066Revista IBRACON de Estruturas e Materiais v.9 n.1 2016reponame:Revista IBRACON de Estruturas e Materiaisinstname:Instituto Brasileiro do Concreto (IBRACON)instacron:IBRACON10.1590/S1983-41952016000100005info:eu-repo/semantics/openAccessRAMOS,V.FERNANDES,I.SILVA,A. S.SOARES,D.NORONHA,F.eng2016-02-15T00:00:00Zoai:scielo:S1983-41952016000100066Revistahttp://www.revistas.ibracon.org.br/index.php/riemhttps://old.scielo.br/oai/scielo-oai.phpeditores.riem@gmail.com||arlene@ibracon.org.br1983-41951983-4195opendoar:2016-02-15T00:00Revista IBRACON de Estruturas e Materiais - Instituto Brasileiro do Concreto (IBRACON)false |
dc.title.none.fl_str_mv |
Potential reactivity of granitic rocks. Petrographic characterization vs accelerated expansion tests |
title |
Potential reactivity of granitic rocks. Petrographic characterization vs accelerated expansion tests |
spellingShingle |
Potential reactivity of granitic rocks. Petrographic characterization vs accelerated expansion tests RAMOS,V. alkali-silica reaction granites petrography expansion tests performance |
title_short |
Potential reactivity of granitic rocks. Petrographic characterization vs accelerated expansion tests |
title_full |
Potential reactivity of granitic rocks. Petrographic characterization vs accelerated expansion tests |
title_fullStr |
Potential reactivity of granitic rocks. Petrographic characterization vs accelerated expansion tests |
title_full_unstemmed |
Potential reactivity of granitic rocks. Petrographic characterization vs accelerated expansion tests |
title_sort |
Potential reactivity of granitic rocks. Petrographic characterization vs accelerated expansion tests |
author |
RAMOS,V. |
author_facet |
RAMOS,V. FERNANDES,I. SILVA,A. S. SOARES,D. NORONHA,F. |
author_role |
author |
author2 |
FERNANDES,I. SILVA,A. S. SOARES,D. NORONHA,F. |
author2_role |
author author author author |
dc.contributor.author.fl_str_mv |
RAMOS,V. FERNANDES,I. SILVA,A. S. SOARES,D. NORONHA,F. |
dc.subject.por.fl_str_mv |
alkali-silica reaction granites petrography expansion tests performance |
topic |
alkali-silica reaction granites petrography expansion tests performance |
description |
Several cases of alkali-silica reaction involving granitic aggregates have been diagnosed in damaged concrete structures in Portugal. Nonetheless, this kind of rock is usually regarded as slow/late reactive or even non-reactive to alkalis. Granitic rocks are widely exploited in Northern and Central Portugal, representing almost half of the produced aggregates in this country. Project IMPROVE rose from the need to accurately diagnose the potential reactivity of granites to alkalis. The study involved about forty granites collected from different regions in Portugal, from which the results of eight samples are being presented in this paper. The tests carried out include the petrographic analyses of the aggregates and mortar and concrete expansion tests. It was concluded that the content of microcrystalline quartz correlates better with the results of AAR-4.1 than with the other expansion tests. |
publishDate |
2016 |
dc.date.none.fl_str_mv |
2016-02-01 |
dc.type.driver.fl_str_mv |
info:eu-repo/semantics/article |
dc.type.status.fl_str_mv |
info:eu-repo/semantics/publishedVersion |
format |
article |
status_str |
publishedVersion |
dc.identifier.uri.fl_str_mv |
http://old.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952016000100066 |
url |
http://old.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952016000100066 |
dc.language.iso.fl_str_mv |
eng |
language |
eng |
dc.relation.none.fl_str_mv |
10.1590/S1983-41952016000100005 |
dc.rights.driver.fl_str_mv |
info:eu-repo/semantics/openAccess |
eu_rights_str_mv |
openAccess |
dc.format.none.fl_str_mv |
text/html |
dc.publisher.none.fl_str_mv |
IBRACON - Instituto Brasileiro do Concreto |
publisher.none.fl_str_mv |
IBRACON - Instituto Brasileiro do Concreto |
dc.source.none.fl_str_mv |
Revista IBRACON de Estruturas e Materiais v.9 n.1 2016 reponame:Revista IBRACON de Estruturas e Materiais instname:Instituto Brasileiro do Concreto (IBRACON) instacron:IBRACON |
instname_str |
Instituto Brasileiro do Concreto (IBRACON) |
instacron_str |
IBRACON |
institution |
IBRACON |
reponame_str |
Revista IBRACON de Estruturas e Materiais |
collection |
Revista IBRACON de Estruturas e Materiais |
repository.name.fl_str_mv |
Revista IBRACON de Estruturas e Materiais - Instituto Brasileiro do Concreto (IBRACON) |
repository.mail.fl_str_mv |
editores.riem@gmail.com||arlene@ibracon.org.br |
_version_ |
1754193604857823232 |