Expanded perlite as a supplementary cementitious material in alternative mortars
Autor(a) principal: | |
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Data de Publicação: | 2021 |
Outros Autores: | , , , , , |
Tipo de documento: | Artigo |
Idioma: | por |
Título da fonte: | Research, Society and Development |
Texto Completo: | https://rsdjournal.org/index.php/rsd/article/view/18395 |
Resumo: | The use of alternative mortars in civil construction is currently an important tool to make the sector sustainable and contribute to the management of solid waste generated by the exploration and sale of ornamental stones. In this context, this study analyzed the influence of partial replacement of Portland cement by expanded and ground perlite on the simple compressive strength of mortars made with aggregate from quartzite waste. To this end, the physical, chemical and mineralogical characterization of the materials used and the mechanical performance of the studied mortars were carried out. The granulometry of the quartzite residues and the simple compressive strength of the investigated mortars were determined for the trace determined in the mixture design. The results showed that the partial replacement proposed in this research is viable. After the graphic analysis and the coefficients of variation obtained for the simple compression strength values, it was concluded that the hypothesis raised contributes to making the civil construction sector sustainable as there was a positive effect for the adopted replacement content. |
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Expanded perlite as a supplementary cementitious material in alternative mortars Perlita expandida como material cementante complementario en morteros alternativos Perlita expandida como material cimentício suplementar em argamassas alternativas Resíduos de quartzitoComportamento mecânicoPerlita expandidaRedução do CO2.Residuos de cuarcitaComportamiento mecánicoPerlita expandidaReducción de CO2.Quartzite residuesMechanical behaviorExpanded perliteCO2 reduction.The use of alternative mortars in civil construction is currently an important tool to make the sector sustainable and contribute to the management of solid waste generated by the exploration and sale of ornamental stones. In this context, this study analyzed the influence of partial replacement of Portland cement by expanded and ground perlite on the simple compressive strength of mortars made with aggregate from quartzite waste. To this end, the physical, chemical and mineralogical characterization of the materials used and the mechanical performance of the studied mortars were carried out. The granulometry of the quartzite residues and the simple compressive strength of the investigated mortars were determined for the trace determined in the mixture design. The results showed that the partial replacement proposed in this research is viable. After the graphic analysis and the coefficients of variation obtained for the simple compression strength values, it was concluded that the hypothesis raised contributes to making the civil construction sector sustainable as there was a positive effect for the adopted replacement content.El uso de morteros alternativos en la construcción civil es actualmente una herramienta importante para hacer sostenible el sector y contribuir al manejo de los residuos sólidos generados por la exploración y comercialización de piedras ornamentales. En este contexto, este estudio analizó la influencia de la sustitución parcial del cemento Portland por perlita expandida y molida sobre la resistencia a la compresión simple de los morteros elaborados con áridos de residuos de cuarcita. Para ello se llevó a cabo la caracterización física, química y mineralógica de los materiales empleados y el comportamiento mecánico de los morteros estudiados. La granulometría de los residuos de cuarcita y la resistencia a la compresión simple de los morteros investigados se determinaron para la traza determinada en el diseño de la mezcla. Los resultados mostraron que el reemplazo parcial propuesto en esta investigación es viable. Luego del análisis gráfico y los coeficientes de variación obtenidos para los valores de resistencia a la compresión simple, se concluyó que la hipótesis planteada contribuye a hacer sustentable el sector de la construcción civil ya que hubo un efecto positivo para el contenido de reemplazo adoptado.A utilização de argamassas alternativas na construção civil constitui atualmente uma importante ferramenta para tornar o setor sustentável e contribuir com a gestão dos resíduos sólidos gerados pela exploração e comercialização das rochas ornamentais. Nesse contexto, o presente estudo analisou a influência da substituição parcial do cimento Portland pela perlita expandida e moída na resistência à compressão simples de argamassas confeccionadas com agregado oriundo dos resíduos de quartzito. Para tal fim, foi realizada a caracterização fisíca, química e mineralógica dos materiais utilizados e o desempenho mecânico das argamassas estudadas. Determinou-se a granulometria dos resíduos de quartzito e a resistência à compressão simples das argamassas investigadas para o traço determinado no delineamento de mistura. Os resultados mostraram que é viável a substituição parcial proposta nesta pesquisa. Após a análise gráfica e dos coeficientes de variação obtidos para os valores de resistência à compressão simples, concluiu-se que a hipótese levantada contribui para tornar o setor da construção civil sustentável à medida que houve um efeito positivo para o teor de substituição adotado.Research, Society and Development2021-08-07info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersionapplication/pdfhttps://rsdjournal.org/index.php/rsd/article/view/1839510.33448/rsd-v10i10.18395Research, Society and Development; Vol. 10 No. 10; e121101018395Research, Society and Development; Vol. 10 Núm. 10; e121101018395Research, Society and Development; v. 10 n. 10; e1211010183952525-3409reponame:Research, Society and Developmentinstname:Universidade Federal de Itajubá (UNIFEI)instacron:UNIFEIporhttps://rsdjournal.org/index.php/rsd/article/view/18395/17747Copyright (c) 2021 Fernanda Medeiros de Araújo; Sâmea Valensca Alves Barros; Fabrícia Nascimento de Oliveira; Marilia Pereira de Oliveira; Andrea Saraiva de Oliveira; Gelmires de Araújo Neves ; Maria de Lourdes Xavier de França Netahttps://creativecommons.org/licenses/by/4.0info:eu-repo/semantics/openAccessAraújo, Fernanda Medeiros de Barros, Sâmea Valensca Alves Oliveira, Fabrícia Nascimento de Oliveira, Marilia Pereira de Oliveira, Andrea Saraiva de Neves , Gelmires de Araújo França Neta, Maria de Lourdes Xavier de 2021-10-02T21:49:16Zoai:ojs.pkp.sfu.ca:article/18395Revistahttps://rsdjournal.org/index.php/rsd/indexPUBhttps://rsdjournal.org/index.php/rsd/oairsd.articles@gmail.com2525-34092525-3409opendoar:2024-01-17T09:38:32.830495Research, Society and Development - Universidade Federal de Itajubá (UNIFEI)false |
dc.title.none.fl_str_mv |
Expanded perlite as a supplementary cementitious material in alternative mortars Perlita expandida como material cementante complementario en morteros alternativos Perlita expandida como material cimentício suplementar em argamassas alternativas |
title |
Expanded perlite as a supplementary cementitious material in alternative mortars |
spellingShingle |
Expanded perlite as a supplementary cementitious material in alternative mortars Araújo, Fernanda Medeiros de Resíduos de quartzito Comportamento mecânico Perlita expandida Redução do CO2. Residuos de cuarcita Comportamiento mecánico Perlita expandida Reducción de CO2. Quartzite residues Mechanical behavior Expanded perlite CO2 reduction. |
title_short |
Expanded perlite as a supplementary cementitious material in alternative mortars |
title_full |
Expanded perlite as a supplementary cementitious material in alternative mortars |
title_fullStr |
Expanded perlite as a supplementary cementitious material in alternative mortars |
title_full_unstemmed |
Expanded perlite as a supplementary cementitious material in alternative mortars |
title_sort |
Expanded perlite as a supplementary cementitious material in alternative mortars |
author |
Araújo, Fernanda Medeiros de |
author_facet |
Araújo, Fernanda Medeiros de Barros, Sâmea Valensca Alves Oliveira, Fabrícia Nascimento de Oliveira, Marilia Pereira de Oliveira, Andrea Saraiva de Neves , Gelmires de Araújo França Neta, Maria de Lourdes Xavier de |
author_role |
author |
author2 |
Barros, Sâmea Valensca Alves Oliveira, Fabrícia Nascimento de Oliveira, Marilia Pereira de Oliveira, Andrea Saraiva de Neves , Gelmires de Araújo França Neta, Maria de Lourdes Xavier de |
author2_role |
author author author author author author |
dc.contributor.author.fl_str_mv |
Araújo, Fernanda Medeiros de Barros, Sâmea Valensca Alves Oliveira, Fabrícia Nascimento de Oliveira, Marilia Pereira de Oliveira, Andrea Saraiva de Neves , Gelmires de Araújo França Neta, Maria de Lourdes Xavier de |
dc.subject.por.fl_str_mv |
Resíduos de quartzito Comportamento mecânico Perlita expandida Redução do CO2. Residuos de cuarcita Comportamiento mecánico Perlita expandida Reducción de CO2. Quartzite residues Mechanical behavior Expanded perlite CO2 reduction. |
topic |
Resíduos de quartzito Comportamento mecânico Perlita expandida Redução do CO2. Residuos de cuarcita Comportamiento mecánico Perlita expandida Reducción de CO2. Quartzite residues Mechanical behavior Expanded perlite CO2 reduction. |
description |
The use of alternative mortars in civil construction is currently an important tool to make the sector sustainable and contribute to the management of solid waste generated by the exploration and sale of ornamental stones. In this context, this study analyzed the influence of partial replacement of Portland cement by expanded and ground perlite on the simple compressive strength of mortars made with aggregate from quartzite waste. To this end, the physical, chemical and mineralogical characterization of the materials used and the mechanical performance of the studied mortars were carried out. The granulometry of the quartzite residues and the simple compressive strength of the investigated mortars were determined for the trace determined in the mixture design. The results showed that the partial replacement proposed in this research is viable. After the graphic analysis and the coefficients of variation obtained for the simple compression strength values, it was concluded that the hypothesis raised contributes to making the civil construction sector sustainable as there was a positive effect for the adopted replacement content. |
publishDate |
2021 |
dc.date.none.fl_str_mv |
2021-08-07 |
dc.type.driver.fl_str_mv |
info:eu-repo/semantics/article info:eu-repo/semantics/publishedVersion |
format |
article |
status_str |
publishedVersion |
dc.identifier.uri.fl_str_mv |
https://rsdjournal.org/index.php/rsd/article/view/18395 10.33448/rsd-v10i10.18395 |
url |
https://rsdjournal.org/index.php/rsd/article/view/18395 |
identifier_str_mv |
10.33448/rsd-v10i10.18395 |
dc.language.iso.fl_str_mv |
por |
language |
por |
dc.relation.none.fl_str_mv |
https://rsdjournal.org/index.php/rsd/article/view/18395/17747 |
dc.rights.driver.fl_str_mv |
https://creativecommons.org/licenses/by/4.0 info:eu-repo/semantics/openAccess |
rights_invalid_str_mv |
https://creativecommons.org/licenses/by/4.0 |
eu_rights_str_mv |
openAccess |
dc.format.none.fl_str_mv |
application/pdf |
dc.publisher.none.fl_str_mv |
Research, Society and Development |
publisher.none.fl_str_mv |
Research, Society and Development |
dc.source.none.fl_str_mv |
Research, Society and Development; Vol. 10 No. 10; e121101018395 Research, Society and Development; Vol. 10 Núm. 10; e121101018395 Research, Society and Development; v. 10 n. 10; e121101018395 2525-3409 reponame:Research, Society and Development instname:Universidade Federal de Itajubá (UNIFEI) instacron:UNIFEI |
instname_str |
Universidade Federal de Itajubá (UNIFEI) |
instacron_str |
UNIFEI |
institution |
UNIFEI |
reponame_str |
Research, Society and Development |
collection |
Research, Society and Development |
repository.name.fl_str_mv |
Research, Society and Development - Universidade Federal de Itajubá (UNIFEI) |
repository.mail.fl_str_mv |
rsd.articles@gmail.com |
_version_ |
1797052753001840640 |