Shrinkage and porosity in concretes produced with recycled concrete aggregate and rice husk ash
Autor(a) principal: | |
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Data de Publicação: | 2019 |
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=S1983-41952019000300694 |
Resumo: | Abstract The admixture of recycled concrete aggregates (RCA) in new concretes is an interesting alternative in the efforts to mitigate environmental impacts. RCA may increase porosity and change properties of concretes. Rice husk ash (RHA) is employed as supplementary cementitious material may improve concrete properties. The present study investigated the shrinkage of concrete prepared with RCA and RHA, proposing a mathematical model to explain the phenomenon. Concretes were produced with 25% and 50% of coarse recycled aggregate as replacement of natural aggregate, 0%, 10%, and 20% of RHA as replacement of cement, and a water-to-binder ratio of 0.64. Water absorption and capillary and total porosities were analyzed on day 28. Shrinkage tests were conducted on days 1, 4, 7, 14, 28, 63, 91, and 112. The results point to a significant interaction between RHA and RCA. |
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Shrinkage and porosity in concretes produced with recycled concrete aggregate and rice husk ashrecycled concrete aggregaterice husk ashshrinkageporosityAbstract The admixture of recycled concrete aggregates (RCA) in new concretes is an interesting alternative in the efforts to mitigate environmental impacts. RCA may increase porosity and change properties of concretes. Rice husk ash (RHA) is employed as supplementary cementitious material may improve concrete properties. The present study investigated the shrinkage of concrete prepared with RCA and RHA, proposing a mathematical model to explain the phenomenon. Concretes were produced with 25% and 50% of coarse recycled aggregate as replacement of natural aggregate, 0%, 10%, and 20% of RHA as replacement of cement, and a water-to-binder ratio of 0.64. Water absorption and capillary and total porosities were analyzed on day 28. Shrinkage tests were conducted on days 1, 4, 7, 14, 28, 63, 91, and 112. The results point to a significant interaction between RHA and RCA.IBRACON - Instituto Brasileiro do Concreto2019-06-01info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersiontext/htmlhttp://old.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952019000300694Revista IBRACON de Estruturas e Materiais v.12 n.3 2019reponame:Revista IBRACON de Estruturas e Materiaisinstname:Instituto Brasileiro do Concreto (IBRACON)instacron:IBRACON10.1590/s1983-41952019000300013info:eu-repo/semantics/openAccessCECCONELLO,V.C.SARTORI,B. R..KULAKOWSKI,M. PKAZMIERCZAK,C. S.MANCIO,M.eng2019-07-16T00:00:00Zoai:scielo:S1983-41952019000300694Revistahttp://www.revistas.ibracon.org.br/index.php/riemhttps://old.scielo.br/oai/scielo-oai.phpeditores.riem@gmail.com||arlene@ibracon.org.br1983-41951983-4195opendoar:2019-07-16T00:00Revista IBRACON de Estruturas e Materiais - Instituto Brasileiro do Concreto (IBRACON)false |
dc.title.none.fl_str_mv |
Shrinkage and porosity in concretes produced with recycled concrete aggregate and rice husk ash |
title |
Shrinkage and porosity in concretes produced with recycled concrete aggregate and rice husk ash |
spellingShingle |
Shrinkage and porosity in concretes produced with recycled concrete aggregate and rice husk ash CECCONELLO,V. recycled concrete aggregate rice husk ash shrinkage porosity |
title_short |
Shrinkage and porosity in concretes produced with recycled concrete aggregate and rice husk ash |
title_full |
Shrinkage and porosity in concretes produced with recycled concrete aggregate and rice husk ash |
title_fullStr |
Shrinkage and porosity in concretes produced with recycled concrete aggregate and rice husk ash |
title_full_unstemmed |
Shrinkage and porosity in concretes produced with recycled concrete aggregate and rice husk ash |
title_sort |
Shrinkage and porosity in concretes produced with recycled concrete aggregate and rice husk ash |
author |
CECCONELLO,V. |
author_facet |
CECCONELLO,V. C.SARTORI,B. R. .KULAKOWSKI,M. P KAZMIERCZAK,C. S. MANCIO,M. |
author_role |
author |
author2 |
C.SARTORI,B. R. .KULAKOWSKI,M. P KAZMIERCZAK,C. S. MANCIO,M. |
author2_role |
author author author author |
dc.contributor.author.fl_str_mv |
CECCONELLO,V. C.SARTORI,B. R. .KULAKOWSKI,M. P KAZMIERCZAK,C. S. MANCIO,M. |
dc.subject.por.fl_str_mv |
recycled concrete aggregate rice husk ash shrinkage porosity |
topic |
recycled concrete aggregate rice husk ash shrinkage porosity |
description |
Abstract The admixture of recycled concrete aggregates (RCA) in new concretes is an interesting alternative in the efforts to mitigate environmental impacts. RCA may increase porosity and change properties of concretes. Rice husk ash (RHA) is employed as supplementary cementitious material may improve concrete properties. The present study investigated the shrinkage of concrete prepared with RCA and RHA, proposing a mathematical model to explain the phenomenon. Concretes were produced with 25% and 50% of coarse recycled aggregate as replacement of natural aggregate, 0%, 10%, and 20% of RHA as replacement of cement, and a water-to-binder ratio of 0.64. Water absorption and capillary and total porosities were analyzed on day 28. Shrinkage tests were conducted on days 1, 4, 7, 14, 28, 63, 91, and 112. The results point to a significant interaction between RHA and RCA. |
publishDate |
2019 |
dc.date.none.fl_str_mv |
2019-06-01 |
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=S1983-41952019000300694 |
url |
http://old.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952019000300694 |
dc.language.iso.fl_str_mv |
eng |
language |
eng |
dc.relation.none.fl_str_mv |
10.1590/s1983-41952019000300013 |
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.12 n.3 2019 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 |
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1754193605657886720 |