Evaluation of dispersibility and resistance to simple compression of soil composites, construction and demolition waste and hydrated lime

Detalhes bibliográficos
Autor(a) principal: Portela, Maria Fernanda de Almeida
Data de Publicação: 2021
Outros Autores: Lafayette, Kalinny Patricia Vaz, Nascimento, Elivelthon Carlos do, Bezerra, Jonas da Silva, Ferreira, Silvio Romero de Melo, Santos, Michele Joyce Pereira dos
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.
id UNIFEI_fe887624a565ef448f6998afe6a8d10c
oai_identifier_str oai:ojs.pkp.sfu.ca:article/11959
network_acronym_str UNIFEI
network_name_str Research, Society and Development
repository_id_str
spelling 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
_version_ 1797052783278424064