Synergistic effect of RHA and FCW in alkali-aggregate reaction mitigation
Autor(a) principal: | |
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Data de Publicação: | 2019 |
Outros Autores: | , , , |
Tipo de documento: | Artigo |
Idioma: | eng |
Título da fonte: | Ambiente construído (Online) |
Texto Completo: | http://old.scielo.br/scielo.php?script=sci_arttext&pid=S1678-86212019000200007 |
Resumo: | Abstract Pozzolans rich in silica, such as Rice Husk Ash (RHA), contribute to compressive strength gain but at the same time might increase alkali-aggregate reaction (AAR) in mortar mixtures. Pozzolans that have aluminates, such as Fired Clay Brick Waste (FCW), can be efficient to mitigate AAR but tend to lead to a slower compressive strength development. The association of different types of pozzolans, however, may result in a synergistic effect, compensating individual deficiencies. This paper presents a study of mixtures containing RHA, FCW and these two materials combined, aiming to obtain benefits in the mechanical behavior and in the durability regarding AAR. A substitution rate of 20% Portland cement by pozzolanic material was used. Through accelerated AAR tests and compressive strength measurements, it was found that while RHA is considered harmful to AAR - even when using an innocuous aggregate - FCW presents benefits, also avoiding this deleterious effect when combined with RHA. The same occurs in the compressive strength development, where RHA compensates a small loss of compressive strength associated with the use of FWC alone. |
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Synergistic effect of RHA and FCW in alkali-aggregate reaction mitigationRice Husk AshFired Clay Brick WasteAlkali-Aggregate ReactionAbstract Pozzolans rich in silica, such as Rice Husk Ash (RHA), contribute to compressive strength gain but at the same time might increase alkali-aggregate reaction (AAR) in mortar mixtures. Pozzolans that have aluminates, such as Fired Clay Brick Waste (FCW), can be efficient to mitigate AAR but tend to lead to a slower compressive strength development. The association of different types of pozzolans, however, may result in a synergistic effect, compensating individual deficiencies. This paper presents a study of mixtures containing RHA, FCW and these two materials combined, aiming to obtain benefits in the mechanical behavior and in the durability regarding AAR. A substitution rate of 20% Portland cement by pozzolanic material was used. Through accelerated AAR tests and compressive strength measurements, it was found that while RHA is considered harmful to AAR - even when using an innocuous aggregate - FCW presents benefits, also avoiding this deleterious effect when combined with RHA. The same occurs in the compressive strength development, where RHA compensates a small loss of compressive strength associated with the use of FWC alone.Associação Nacional de Tecnologia do Ambiente Construído - ANTAC2019-04-01info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersiontext/htmlhttp://old.scielo.br/scielo.php?script=sci_arttext&pid=S1678-86212019000200007Ambiente Construído v.19 n.2 2019reponame:Ambiente construído (Online)instname:Associação Nacional de Tecnologia do Ambiente Construído (ANTAC)instacron:ANTAC10.1590/s1678-86212019000200306info:eu-repo/semantics/openAccessGuillante,PatríciaAbreu,Aguida Gomes deKulakowski,Marlova PivaMancio,MaurícioKazmierczak,Claudio de Souzaeng2019-02-06T00:00:00Zoai:scielo:S1678-86212019000200007Revistahttps://seer.ufrgs.br/ambienteconstruidohttps://old.scielo.br/oai/scielo-oai.php||ambienteconstruido@ufrgs.br1678-86211415-8876opendoar:2019-02-06T00:00Ambiente construído (Online) - Associação Nacional de Tecnologia do Ambiente Construído (ANTAC)false |
dc.title.none.fl_str_mv |
Synergistic effect of RHA and FCW in alkali-aggregate reaction mitigation |
title |
Synergistic effect of RHA and FCW in alkali-aggregate reaction mitigation |
spellingShingle |
Synergistic effect of RHA and FCW in alkali-aggregate reaction mitigation Guillante,Patrícia Rice Husk Ash Fired Clay Brick Waste Alkali-Aggregate Reaction |
title_short |
Synergistic effect of RHA and FCW in alkali-aggregate reaction mitigation |
title_full |
Synergistic effect of RHA and FCW in alkali-aggregate reaction mitigation |
title_fullStr |
Synergistic effect of RHA and FCW in alkali-aggregate reaction mitigation |
title_full_unstemmed |
Synergistic effect of RHA and FCW in alkali-aggregate reaction mitigation |
title_sort |
Synergistic effect of RHA and FCW in alkali-aggregate reaction mitigation |
author |
Guillante,Patrícia |
author_facet |
Guillante,Patrícia Abreu,Aguida Gomes de Kulakowski,Marlova Piva Mancio,Maurício Kazmierczak,Claudio de Souza |
author_role |
author |
author2 |
Abreu,Aguida Gomes de Kulakowski,Marlova Piva Mancio,Maurício Kazmierczak,Claudio de Souza |
author2_role |
author author author author |
dc.contributor.author.fl_str_mv |
Guillante,Patrícia Abreu,Aguida Gomes de Kulakowski,Marlova Piva Mancio,Maurício Kazmierczak,Claudio de Souza |
dc.subject.por.fl_str_mv |
Rice Husk Ash Fired Clay Brick Waste Alkali-Aggregate Reaction |
topic |
Rice Husk Ash Fired Clay Brick Waste Alkali-Aggregate Reaction |
description |
Abstract Pozzolans rich in silica, such as Rice Husk Ash (RHA), contribute to compressive strength gain but at the same time might increase alkali-aggregate reaction (AAR) in mortar mixtures. Pozzolans that have aluminates, such as Fired Clay Brick Waste (FCW), can be efficient to mitigate AAR but tend to lead to a slower compressive strength development. The association of different types of pozzolans, however, may result in a synergistic effect, compensating individual deficiencies. This paper presents a study of mixtures containing RHA, FCW and these two materials combined, aiming to obtain benefits in the mechanical behavior and in the durability regarding AAR. A substitution rate of 20% Portland cement by pozzolanic material was used. Through accelerated AAR tests and compressive strength measurements, it was found that while RHA is considered harmful to AAR - even when using an innocuous aggregate - FCW presents benefits, also avoiding this deleterious effect when combined with RHA. The same occurs in the compressive strength development, where RHA compensates a small loss of compressive strength associated with the use of FWC alone. |
publishDate |
2019 |
dc.date.none.fl_str_mv |
2019-04-01 |
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=S1678-86212019000200007 |
url |
http://old.scielo.br/scielo.php?script=sci_arttext&pid=S1678-86212019000200007 |
dc.language.iso.fl_str_mv |
eng |
language |
eng |
dc.relation.none.fl_str_mv |
10.1590/s1678-86212019000200306 |
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 |
Associação Nacional de Tecnologia do Ambiente Construído - ANTAC |
publisher.none.fl_str_mv |
Associação Nacional de Tecnologia do Ambiente Construído - ANTAC |
dc.source.none.fl_str_mv |
Ambiente Construído v.19 n.2 2019 reponame:Ambiente construído (Online) instname:Associação Nacional de Tecnologia do Ambiente Construído (ANTAC) instacron:ANTAC |
instname_str |
Associação Nacional de Tecnologia do Ambiente Construído (ANTAC) |
instacron_str |
ANTAC |
institution |
ANTAC |
reponame_str |
Ambiente construído (Online) |
collection |
Ambiente construído (Online) |
repository.name.fl_str_mv |
Ambiente construído (Online) - Associação Nacional de Tecnologia do Ambiente Construído (ANTAC) |
repository.mail.fl_str_mv |
||ambienteconstruido@ufrgs.br |
_version_ |
1754209104064151552 |