Brick soil cement with addition of tire rubber waste

Detalhes bibliográficos
Autor(a) principal: Ribeiro, Vander Alkmin dos Santos
Data de Publicação: 2021
Outros Autores: Werdine, Demarcus, Barbosa, Luciano Floriano, Pinheiro, Mário Vitor, Oliveira, Adhimar Flávio, Alves, André Luiz Queiroz, Silva, Lucas Ramon Roque
Tipo de documento: Artigo
Idioma: por
Título da fonte: Research, Society and Development
Texto Completo: https://rsdjournal.org/index.php/rsd/article/view/20504
Resumo: This work has as objective to investigate the physical and mechanical properties of the soil-cement brick with the use of tire rubber residues. It is an alternative to solve a serious environmental problem that exists nationwide, as more than 30 million tires are discarded, as the vast majority are disposed of in inappropriate places, helping to spread diseases and pollute the environment. The methodology used consisted of laboratory tests of the limit of liquidity, plasticity of the soil and after molding, the bricks were submitted to the compressive and absorption resistance test. The soil presented high hygroscopic moisture above the value established by the standard and all percentages with tire residue did not obtain compressive strength above 2 Mpa and the individual absorption values obtained were higher than those indicated by the standard for soil-cement brick. It is concluded that the bricks were not approved in terms of simple compression tests, water absorption, liquidity limits, plasticity limit, as they do not meet the requirements established in NBR 8491/2012 and NBR 10833/2012.
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spelling Brick soil cement with addition of tire rubber wasteCemento de suelo de ladrillo con adición de residuos de caucho de neumáticosTijolo solo cimento com acréscimo de resíduos de borracha de pneuTijolo solo cimentoResíduo de pneuLimite de liquidezResistência a compressãoEnsaio de absorção.Brick soil cementTire residueLiquidity limitCompressive strengthAbsorption test.Cemento de suelo de ladrilloResiduos de neumáticosLímite de liquidezResistencia a la compresiónEnsayo de absorción.This work has as objective to investigate the physical and mechanical properties of the soil-cement brick with the use of tire rubber residues. It is an alternative to solve a serious environmental problem that exists nationwide, as more than 30 million tires are discarded, as the vast majority are disposed of in inappropriate places, helping to spread diseases and pollute the environment. The methodology used consisted of laboratory tests of the limit of liquidity, plasticity of the soil and after molding, the bricks were submitted to the compressive and absorption resistance test. The soil presented high hygroscopic moisture above the value established by the standard and all percentages with tire residue did not obtain compressive strength above 2 Mpa and the individual absorption values obtained were higher than those indicated by the standard for soil-cement brick. It is concluded that the bricks were not approved in terms of simple compression tests, water absorption, liquidity limits, plasticity limit, as they do not meet the requirements established in NBR 8491/2012 and NBR 10833/2012.Este trabajo tiene como objetivo investigar las propiedades físicas y mecánicas del ladrillo suelo-cemento con el uso de residuos de caucho de llantas. Es una alternativa para solucionar un grave problema ambiental que existe a nivel nacional, ya que se desechan más de 30 millones de llantas, ya que la gran mayoría se desechan en lugares inapropiados, contribuyendo a propagar enfermedades y contaminar el medio ambiente. La metodología utilizada consistió en pruebas de laboratório del limite de liquidez, plasticidad del suelo y luego del moldeado, los ladrillos fueron sometidos a la prueba de resistencia a la compresión y absorción. El suelo presentó alta humedad higroscópica por encima del valor establecido por la norma y todos los porcentajes con residuo de llantas no obtuvieron resistencia a la compresión por encima de 2 Mpa y los valores de absorción individual obtenidos fueron superiores a los indicados por la norma para ladrillo suelo-cemento. Se concluye que los ladrillos no fueron aprobados en cuanto a ensayos de compresión simple, absorción de água, límites de liquidez, límite de plasticidad, por no cumplir con los requisitos establecidos en NBR 8491/2012 y NBR 10833/2012.Este Trabalho tem como objetivo investigar as propriedades físicas e mecânicas do tijolo solo cimento com a utilização de resíduos de borracha de pneus. Trata-se de uma alternativa para solucionar um grave problema ambiental que existe nacionalmente, pois são descartados mais de 30 milhões de pneus, pois a grande maioria é disposta em locais inadequados, auxiliando na propagação de doenças e na poluição do meio ambiente. A metodologia empregada consistiu em ensaios laboratoriais do limite de liquidez, plasticidade do solo e após a moldagem, os tijolos foram submetidos ao ensaio de resistência a compressão e absorção. O solo apresentou alta umidade higroscópica acima do valor estabelecido pela norma e todos as porcentagens com resíduo de pneu não obtiveram resistência a compressão acima de 2 Mpa e os valores individuais da absorção obtidos foram superiores ao indicado pela norma para tijolo solo-cimento. Conclui-se que os tijolos não foram aprovados quanto à os ensaios de compressão simples, absorção de água, limites de liquidez, limite de plasticidade, pois não atendem aos requisitos estabelecidos nas NBR 8491/2012 e NBR 10833/2012.Research, Society and Development2021-09-19info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersionapplication/pdfhttps://rsdjournal.org/index.php/rsd/article/view/2050410.33448/rsd-v10i12.20504Research, Society and Development; Vol. 10 No. 12; e253101220504Research, Society and Development; Vol. 10 Núm. 12; e253101220504Research, Society and Development; v. 10 n. 12; e2531012205042525-3409reponame:Research, Society and Developmentinstname:Universidade Federal de Itajubá (UNIFEI)instacron:UNIFEIporhttps://rsdjournal.org/index.php/rsd/article/view/20504/18192Copyright (c) 2021 Vander Alkmin dos Santos Ribeiro; Demarcus Werdine; Luciano Floriano Barbosa; Mário Vitor Pinheiro; Adhimar Flávio Oliveira; André Luiz Queiroz Alves; Lucas Ramon Roque Silvahttps://creativecommons.org/licenses/by/4.0info:eu-repo/semantics/openAccessRibeiro, Vander Alkmin dos Santos Werdine, Demarcus Barbosa, Luciano FlorianoPinheiro, Mário VitorOliveira, Adhimar Flávio Alves, André Luiz Queiroz Silva, Lucas Ramon Roque2021-11-14T20:26:51Zoai:ojs.pkp.sfu.ca:article/20504Revistahttps://rsdjournal.org/index.php/rsd/indexPUBhttps://rsdjournal.org/index.php/rsd/oairsd.articles@gmail.com2525-34092525-3409opendoar:2024-01-17T09:40:08.143721Research, Society and Development - Universidade Federal de Itajubá (UNIFEI)false
dc.title.none.fl_str_mv Brick soil cement with addition of tire rubber waste
Cemento de suelo de ladrillo con adición de residuos de caucho de neumáticos
Tijolo solo cimento com acréscimo de resíduos de borracha de pneu
title Brick soil cement with addition of tire rubber waste
spellingShingle Brick soil cement with addition of tire rubber waste
Ribeiro, Vander Alkmin dos Santos
Tijolo solo cimento
Resíduo de pneu
Limite de liquidez
Resistência a compressão
Ensaio de absorção.
Brick soil cement
Tire residue
Liquidity limit
Compressive strength
Absorption test.
Cemento de suelo de ladrillo
Residuos de neumáticos
Límite de liquidez
Resistencia a la compresión
Ensayo de absorción.
title_short Brick soil cement with addition of tire rubber waste
title_full Brick soil cement with addition of tire rubber waste
title_fullStr Brick soil cement with addition of tire rubber waste
title_full_unstemmed Brick soil cement with addition of tire rubber waste
title_sort Brick soil cement with addition of tire rubber waste
author Ribeiro, Vander Alkmin dos Santos
author_facet Ribeiro, Vander Alkmin dos Santos
Werdine, Demarcus
Barbosa, Luciano Floriano
Pinheiro, Mário Vitor
Oliveira, Adhimar Flávio
Alves, André Luiz Queiroz
Silva, Lucas Ramon Roque
author_role author
author2 Werdine, Demarcus
Barbosa, Luciano Floriano
Pinheiro, Mário Vitor
Oliveira, Adhimar Flávio
Alves, André Luiz Queiroz
Silva, Lucas Ramon Roque
author2_role author
author
author
author
author
author
dc.contributor.author.fl_str_mv Ribeiro, Vander Alkmin dos Santos
Werdine, Demarcus
Barbosa, Luciano Floriano
Pinheiro, Mário Vitor
Oliveira, Adhimar Flávio
Alves, André Luiz Queiroz
Silva, Lucas Ramon Roque
dc.subject.por.fl_str_mv Tijolo solo cimento
Resíduo de pneu
Limite de liquidez
Resistência a compressão
Ensaio de absorção.
Brick soil cement
Tire residue
Liquidity limit
Compressive strength
Absorption test.
Cemento de suelo de ladrillo
Residuos de neumáticos
Límite de liquidez
Resistencia a la compresión
Ensayo de absorción.
topic Tijolo solo cimento
Resíduo de pneu
Limite de liquidez
Resistência a compressão
Ensaio de absorção.
Brick soil cement
Tire residue
Liquidity limit
Compressive strength
Absorption test.
Cemento de suelo de ladrillo
Residuos de neumáticos
Límite de liquidez
Resistencia a la compresión
Ensayo de absorción.
description This work has as objective to investigate the physical and mechanical properties of the soil-cement brick with the use of tire rubber residues. It is an alternative to solve a serious environmental problem that exists nationwide, as more than 30 million tires are discarded, as the vast majority are disposed of in inappropriate places, helping to spread diseases and pollute the environment. The methodology used consisted of laboratory tests of the limit of liquidity, plasticity of the soil and after molding, the bricks were submitted to the compressive and absorption resistance test. The soil presented high hygroscopic moisture above the value established by the standard and all percentages with tire residue did not obtain compressive strength above 2 Mpa and the individual absorption values obtained were higher than those indicated by the standard for soil-cement brick. It is concluded that the bricks were not approved in terms of simple compression tests, water absorption, liquidity limits, plasticity limit, as they do not meet the requirements established in NBR 8491/2012 and NBR 10833/2012.
publishDate 2021
dc.date.none.fl_str_mv 2021-09-19
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/20504
10.33448/rsd-v10i12.20504
url https://rsdjournal.org/index.php/rsd/article/view/20504
identifier_str_mv 10.33448/rsd-v10i12.20504
dc.language.iso.fl_str_mv por
language por
dc.relation.none.fl_str_mv https://rsdjournal.org/index.php/rsd/article/view/20504/18192
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. 12; e253101220504
Research, Society and Development; Vol. 10 Núm. 12; e253101220504
Research, Society and Development; v. 10 n. 12; e253101220504
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
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