Evaluation of dispersibility and resistance to simple compression of soil composites, construction and demolition waste and hydrated lime
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/11959 |
Resumo: | Dispersive soil is a material that presents problems related to erodibility due to chemical phenomena, and requires techniques that enable the improvement of its characteristics for use. In this work, construction and demolition waste (RCD) was applied to replace the fraction of a dispersive soil from the island of Itamaracá, together with the addition of lime to improve dispersion and resistance to simple compression (RCS). The soil and the RCD were used in the production of composites, in percentages of 20%, 40% and 60% of RCD, and the hydrated lime added in levels of 3%, 5% and 7%. Physical, chemical, mineralogical and mechanical characterization tests were carried out, in addition to erodibility tests. The results indicated that the RCD when next to the lime, presents results superior to that of the soil, for 40% and 60% of RCD, from 3% of lime, reaching gains of up to 300%. Thus, as in RCS, for dispersiveness, the best results refer to the joint action of RCD and lime, with composites of 40% and 60% having the best performances. Thus, it is observed that it is feasible to improve the dispersiveness of the soil and the RCS by applying the RCD to replace part of the soil when added to the lime. In this way, the possibility of improving the characteristics of the dispersive soil is evidenced, together with an application for the RCD, for which a correct final destination is obtained, thus, a beneficial use under the sustainable aspect. |
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Evaluation of dispersibility and resistance to simple compression of soil composites, construction and demolition waste and hydrated lime Evaluación de la dispersabilidad y resistencia a la compresión simple de compuestos de suelo, residuos de construcción y demolición y cal hidratada Avaliação da dispersividade e resistência à compressão simples de compósitos de solo, resíduos de construção e demolição e cal hidratada Suelo dispersivoResiduos de construcción y demoliciónLima.Solo dispersivoResíduo de construção e demoliçãoCal.Dispersive soilConstruction and demolition wasteLime.Dispersive soil is a material that presents problems related to erodibility due to chemical phenomena, and requires techniques that enable the improvement of its characteristics for use. In this work, construction and demolition waste (RCD) was applied to replace the fraction of a dispersive soil from the island of Itamaracá, together with the addition of lime to improve dispersion and resistance to simple compression (RCS). The soil and the RCD were used in the production of composites, in percentages of 20%, 40% and 60% of RCD, and the hydrated lime added in levels of 3%, 5% and 7%. Physical, chemical, mineralogical and mechanical characterization tests were carried out, in addition to erodibility tests. The results indicated that the RCD when next to the lime, presents results superior to that of the soil, for 40% and 60% of RCD, from 3% of lime, reaching gains of up to 300%. Thus, as in RCS, for dispersiveness, the best results refer to the joint action of RCD and lime, with composites of 40% and 60% having the best performances. Thus, it is observed that it is feasible to improve the dispersiveness of the soil and the RCS by applying the RCD to replace part of the soil when added to the lime. In this way, the possibility of improving the characteristics of the dispersive soil is evidenced, together with an application for the RCD, for which a correct final destination is obtained, thus, a beneficial use under the sustainable aspect.El suelo dispersivo es un material que presenta problemas relacionados con la erosionabilidad por fenómenos químicos, y requiere de técnicas que permitan mejorar sus características de uso. En este trabajo se aplicaron residuos de construcción y demolición (RCD) para reemplazar la fracción de un suelo dispersivo de la isla de Itamaracá, junto con la adición de cal para mejorar la dispersión y resistencia a la compresión simple (RCS). El suelo y el RCD se utilizaron en la producción de composites, en porcentajes de 20%, 40% y 60% de RCD, y la cal hidratada añadida en niveles de 3%, 5% y 7%. Se realizaron ensayos de caracterización física, química, mineralógica y mecánica, además de ensayos de erosionabilidad. Los resultados indicaron que el RCD al lado de la cal, presenta resultados superiores al del suelo, para 40% y 60% de RCD, a partir del 3% de cal, alcanzando ganancias de hasta 300%. Así, al igual que en RCS, en cuanto a dispersividad, los mejores resultados se refieren a la acción conjunta del RCD y la cal, siendo los composites de 40% y 60% los de mejores rendimientos. Así, se observa que es factible mejorar la dispersividad del suelo y el RCS aplicando el RCD para reemplazar parte del suelo cuando se agrega a la cal. De esta forma, se evidencia la posibilidad de mejorar las características del suelo dispersivo, junto con una aplicación del RCD, para lo cual se obtiene un correcto destino final, así, un uso beneficioso bajo el aspecto sostenible.O solo dispersivo é um material que apresenta problemas relativos a erodibilidade por fenômeno químico, e necessita de técnicas que viabilizem a melhoria de suas características para utilização. Neste trabalho, realizou-se a aplicação de resíduo de construção e demolição (RCD) em substituição à fração de um solo dispersivo oriundo da Ilha de Itamaracá, junto a adição de cal para melhoria da dispersividade e da resistência à compressão simples (RCS). O solo e o RCD foram utilizados na produção de compósitos, em percentuais de 20%, 40% e 60% de RCD, ea cal hidratada adicionada em teores de 3%, 5% e 7%. Foram realizados ensaios de caracterização física, química, mineralógica e mecânica, além de ensaios de erodibilidade. Os resultados indicaram que o RCD quando junto à cal, apresenta resultados superiores ao do solo, para 40% e 60% de RCD, a partir de 3% de cal, atingindo ganhos de até 300%. Assim, como na RCS, para a dispersividade, os melhores resultados se referem à ação conjunta de RCD e cal, tendo os compósitos de40% e 60% os melhores desempenhos. Dessa forma, observa-se que é viável a melhoria da dispersividade do solo e da RCS com aplicação do RCD em substituição de parte do solo quando se adiciona à cal. Dessa forma, evidencia-se a possibilidade de melhorar as características do solo dispersivo, junto a uma aplicação para o RCD, para o qual se obtém uma destinação final correta, sendo assim, uma utilização benéfica sob o aspecto sustentável.Research, Society and Development2021-01-21info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersionapplication/pdfhttps://rsdjournal.org/index.php/rsd/article/view/1195910.33448/rsd-v10i1.11959Research, Society and Development; Vol. 10 No. 1; e42210111959Research, Society and Development; Vol. 10 Núm. 1; e42210111959Research, Society and Development; v. 10 n. 1; e422101119592525-3409reponame:Research, Society and Developmentinstname:Universidade Federal de Itajubá (UNIFEI)instacron:UNIFEIporhttps://rsdjournal.org/index.php/rsd/article/view/11959/10689Copyright (c) 2021 Maria Fernanda de Almeida Portela; Kalinny Patricia Vaz Lafayette; Elivelthon Carlos do Nascimento; Jonas da Silva Bezerra; Silvio Romero de Melo Ferreira; Michele Joyce Pereira dos Santoshttps://creativecommons.org/licenses/by/4.0info:eu-repo/semantics/openAccessPortela, Maria Fernanda de AlmeidaLafayette, Kalinny Patricia VazNascimento, Elivelthon Carlos doBezerra, Jonas da SilvaFerreira, Silvio Romero de Melo Santos, Michele Joyce Pereira dos2021-02-20T21:19:23Zoai:ojs.pkp.sfu.ca:article/11959Revistahttps://rsdjournal.org/index.php/rsd/indexPUBhttps://rsdjournal.org/index.php/rsd/oairsd.articles@gmail.com2525-34092525-3409opendoar:2024-01-17T09:33:39.498808Research, Society and Development - Universidade Federal de Itajubá (UNIFEI)false |
dc.title.none.fl_str_mv |
Evaluation of dispersibility and resistance to simple compression of soil composites, construction and demolition waste and hydrated lime Evaluación de la dispersabilidad y resistencia a la compresión simple de compuestos de suelo, residuos de construcción y demolición y cal hidratada Avaliação da dispersividade e resistência à compressão simples de compósitos de solo, resíduos de construção e demolição e cal hidratada |
title |
Evaluation of dispersibility and resistance to simple compression of soil composites, construction and demolition waste and hydrated lime |
spellingShingle |
Evaluation of dispersibility and resistance to simple compression of soil composites, construction and demolition waste and hydrated lime Portela, Maria Fernanda de Almeida Suelo dispersivo Residuos de construcción y demolición Lima. Solo dispersivo Resíduo de construção e demolição Cal. Dispersive soil Construction and demolition waste Lime. |
title_short |
Evaluation of dispersibility and resistance to simple compression of soil composites, construction and demolition waste and hydrated lime |
title_full |
Evaluation of dispersibility and resistance to simple compression of soil composites, construction and demolition waste and hydrated lime |
title_fullStr |
Evaluation of dispersibility and resistance to simple compression of soil composites, construction and demolition waste and hydrated lime |
title_full_unstemmed |
Evaluation of dispersibility and resistance to simple compression of soil composites, construction and demolition waste and hydrated lime |
title_sort |
Evaluation of dispersibility and resistance to simple compression of soil composites, construction and demolition waste and hydrated lime |
author |
Portela, Maria Fernanda de Almeida |
author_facet |
Portela, Maria Fernanda de Almeida Lafayette, Kalinny Patricia Vaz Nascimento, Elivelthon Carlos do Bezerra, Jonas da Silva Ferreira, Silvio Romero de Melo Santos, Michele Joyce Pereira dos |
author_role |
author |
author2 |
Lafayette, Kalinny Patricia Vaz Nascimento, Elivelthon Carlos do Bezerra, Jonas da Silva Ferreira, Silvio Romero de Melo Santos, Michele Joyce Pereira dos |
author2_role |
author author author author author |
dc.contributor.author.fl_str_mv |
Portela, Maria Fernanda de Almeida Lafayette, Kalinny Patricia Vaz Nascimento, Elivelthon Carlos do Bezerra, Jonas da Silva Ferreira, Silvio Romero de Melo Santos, Michele Joyce Pereira dos |
dc.subject.por.fl_str_mv |
Suelo dispersivo Residuos de construcción y demolición Lima. Solo dispersivo Resíduo de construção e demolição Cal. Dispersive soil Construction and demolition waste Lime. |
topic |
Suelo dispersivo Residuos de construcción y demolición Lima. Solo dispersivo Resíduo de construção e demolição Cal. Dispersive soil Construction and demolition waste Lime. |
description |
Dispersive soil is a material that presents problems related to erodibility due to chemical phenomena, and requires techniques that enable the improvement of its characteristics for use. In this work, construction and demolition waste (RCD) was applied to replace the fraction of a dispersive soil from the island of Itamaracá, together with the addition of lime to improve dispersion and resistance to simple compression (RCS). The soil and the RCD were used in the production of composites, in percentages of 20%, 40% and 60% of RCD, and the hydrated lime added in levels of 3%, 5% and 7%. Physical, chemical, mineralogical and mechanical characterization tests were carried out, in addition to erodibility tests. The results indicated that the RCD when next to the lime, presents results superior to that of the soil, for 40% and 60% of RCD, from 3% of lime, reaching gains of up to 300%. Thus, as in RCS, for dispersiveness, the best results refer to the joint action of RCD and lime, with composites of 40% and 60% having the best performances. Thus, it is observed that it is feasible to improve the dispersiveness of the soil and the RCS by applying the RCD to replace part of the soil when added to the lime. In this way, the possibility of improving the characteristics of the dispersive soil is evidenced, together with an application for the RCD, for which a correct final destination is obtained, thus, a beneficial use under the sustainable aspect. |
publishDate |
2021 |
dc.date.none.fl_str_mv |
2021-01-21 |
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/11959 10.33448/rsd-v10i1.11959 |
url |
https://rsdjournal.org/index.php/rsd/article/view/11959 |
identifier_str_mv |
10.33448/rsd-v10i1.11959 |
dc.language.iso.fl_str_mv |
por |
language |
por |
dc.relation.none.fl_str_mv |
https://rsdjournal.org/index.php/rsd/article/view/11959/10689 |
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. 1; e42210111959 Research, Society and Development; Vol. 10 Núm. 1; e42210111959 Research, Society and Development; v. 10 n. 1; e42210111959 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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1797052783278424064 |