Influence of aggregate sizes and packing combination on the properties of pervious concrete

Detalhes bibliográficos
Ano de defesa: 2022
Autor(a) principal: Arcolezi, Karina Hwang
Orientador(a): Não Informado pela instituição
Banca de defesa: Não Informado pela instituição
Tipo de documento: Dissertação
Tipo de acesso: Acesso aberto
Idioma: eng
Instituição de defesa: Universidade Estadual Paulista (Unesp)
Programa de Pós-Graduação: Não Informado pela instituição
Departamento: Não Informado pela instituição
País: Não Informado pela instituição
Palavras-chave em Português:
Link de acesso: http://hdl.handle.net/11449/217938
Resumo: Pervious concrete is a construction material that can be used as a pervious pavement and appears as a potential mitigator of floods and other problems related to soil waterproofing. Developing an efficient pervious concrete is crucial to promote its use on a large scale. This study aims to evaluate the effect of basaltic aggregates packing throughout maximum density methodology on the properties of pervious concrete. To this end, an experimental program related to using maximum density methodology for packing aggregates is presented to improve the mechanical properties of pervious concrete. The pervious concrete was produced using three different aggregates granulometry and their combinations using the packing with the maximum density methodology. The pervious concrete's physical, mechanical and hydraulic properties were determined for concretes after 28 days of curing, yielding up to 18 MPa in compressive strength with porosities varying between 25 and 35% and without significantly impairing the permeability of the pervious concrete. A multiple regression model was carried out for statistical analysis of the results. The results indicate that the compressive strength is significantly more influenced by the density and size of the aggregate. In contrast, the impact resistance was influenced by all parameters (density, porosity, and aggregate size). Thus, in addition to the improved properties demonstrated, the use of pervious concrete can also reduce the environmental problems associated with flooding from rainwater on pavements, contributing to sustainable development.
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spelling Influence of aggregate sizes and packing combination on the properties of pervious concreteInfluência da dimensão e combinações de empacotamento dos agregados nas propriedades do concreto permeávelConcreto permeávelEmpacotamento de agregadosDensidade máximaEstrutura de porosPropriedades mecânicasPervious concreteAggregate packingMaximum densityPore structureMechanical propertiesPervious concrete is a construction material that can be used as a pervious pavement and appears as a potential mitigator of floods and other problems related to soil waterproofing. Developing an efficient pervious concrete is crucial to promote its use on a large scale. This study aims to evaluate the effect of basaltic aggregates packing throughout maximum density methodology on the properties of pervious concrete. To this end, an experimental program related to using maximum density methodology for packing aggregates is presented to improve the mechanical properties of pervious concrete. The pervious concrete was produced using three different aggregates granulometry and their combinations using the packing with the maximum density methodology. The pervious concrete's physical, mechanical and hydraulic properties were determined for concretes after 28 days of curing, yielding up to 18 MPa in compressive strength with porosities varying between 25 and 35% and without significantly impairing the permeability of the pervious concrete. A multiple regression model was carried out for statistical analysis of the results. The results indicate that the compressive strength is significantly more influenced by the density and size of the aggregate. In contrast, the impact resistance was influenced by all parameters (density, porosity, and aggregate size). Thus, in addition to the improved properties demonstrated, the use of pervious concrete can also reduce the environmental problems associated with flooding from rainwater on pavements, contributing to sustainable development.O concreto permeável é um material de construção que pode ser utilizado como pavimento permeável e aparece como um potencial mitigador de enchentes e outros problemas relacionados à impermeabilização do solo. O desenvolvimento de concreto permeável eficiente é uma questão crucial para promover seu uso em larga escala. Este estudo tem como objetivo avaliar o efeito do empacotamento de agregados basálticos através da metodologia de densidade máxima nas propriedades do concreto permeável. Para tal, é apresentado um programa experimental relacionado ao uso da metodologia de densidade máxima para o empacotamento dos agregados com o intuito de melhorar as propriedades mecânicas do concreto permeável. Os concretos permeáveis foram produzidos usando três diferentes granulometrias de agregados e suas combinações usando o empacotamento com a metodologia de densidade máxima. As propriedades físicas, mecânicas e hidráulicas do concreto permeável foram determinadas para concretos após 28 dias de cura, rendendo até 18 MPa na resistência à compressão com porosidades variando entre 25 e 35% e sem prejudicar significativamente a permeabilidade do concreto permeável. Para análise estatística dos resultados, foi realizado, um modelo de regressão múltipla, os resultados indicam que a resistência à compressão é significativamente mais influenciada pela densidade e tamanho do agregado. Enquanto que a resistência ao impacto foi influenciada por todos os parâmetros (densidade, porosidade e tamanho do agregado). Assim, além das propriedades aprimoradas demonstradas, o uso de concreto permeável também pode reduzir os problemas ambientais associados ao alagamento provenientes de águas pluviais em pavimentos contribuindo para o desenvolvimento sustentável.Conselho Nacional de Desenvolvimento Científico e Tecnológico (CNPq)CNPq: 130352/2020-9Universidade Estadual Paulista (Unesp)Akasaki, Jorge Luís [UNESP]Universidade Estadual Paulista (Unesp)Arcolezi, Karina Hwang2022-04-19T20:26:45Z2022-04-19T20:26:45Z2022-02-22info:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/masterThesisapplication/pdfhttp://hdl.handle.net/11449/21793833004099084P5enginfo:eu-repo/semantics/openAccessreponame:Repositório Institucional da UNESPinstname:Universidade Estadual Paulista (UNESP)instacron:UNESP2024-08-05T17:30:21Zoai:repositorio.unesp.br:11449/217938Repositório InstitucionalPUBhttp://repositorio.unesp.br/oai/requestrepositoriounesp@unesp.bropendoar:29462024-08-05T17:30:21Repositório Institucional da UNESP - Universidade Estadual Paulista (UNESP)false
dc.title.none.fl_str_mv Influence of aggregate sizes and packing combination on the properties of pervious concrete
Influência da dimensão e combinações de empacotamento dos agregados nas propriedades do concreto permeável
title Influence of aggregate sizes and packing combination on the properties of pervious concrete
spellingShingle Influence of aggregate sizes and packing combination on the properties of pervious concrete
Arcolezi, Karina Hwang
Concreto permeável
Empacotamento de agregados
Densidade máxima
Estrutura de poros
Propriedades mecânicas
Pervious concrete
Aggregate packing
Maximum density
Pore structure
Mechanical properties
title_short Influence of aggregate sizes and packing combination on the properties of pervious concrete
title_full Influence of aggregate sizes and packing combination on the properties of pervious concrete
title_fullStr Influence of aggregate sizes and packing combination on the properties of pervious concrete
title_full_unstemmed Influence of aggregate sizes and packing combination on the properties of pervious concrete
title_sort Influence of aggregate sizes and packing combination on the properties of pervious concrete
author Arcolezi, Karina Hwang
author_facet Arcolezi, Karina Hwang
author_role author
dc.contributor.none.fl_str_mv Akasaki, Jorge Luís [UNESP]
Universidade Estadual Paulista (Unesp)
dc.contributor.author.fl_str_mv Arcolezi, Karina Hwang
dc.subject.por.fl_str_mv Concreto permeável
Empacotamento de agregados
Densidade máxima
Estrutura de poros
Propriedades mecânicas
Pervious concrete
Aggregate packing
Maximum density
Pore structure
Mechanical properties
topic Concreto permeável
Empacotamento de agregados
Densidade máxima
Estrutura de poros
Propriedades mecânicas
Pervious concrete
Aggregate packing
Maximum density
Pore structure
Mechanical properties
description Pervious concrete is a construction material that can be used as a pervious pavement and appears as a potential mitigator of floods and other problems related to soil waterproofing. Developing an efficient pervious concrete is crucial to promote its use on a large scale. This study aims to evaluate the effect of basaltic aggregates packing throughout maximum density methodology on the properties of pervious concrete. To this end, an experimental program related to using maximum density methodology for packing aggregates is presented to improve the mechanical properties of pervious concrete. The pervious concrete was produced using three different aggregates granulometry and their combinations using the packing with the maximum density methodology. The pervious concrete's physical, mechanical and hydraulic properties were determined for concretes after 28 days of curing, yielding up to 18 MPa in compressive strength with porosities varying between 25 and 35% and without significantly impairing the permeability of the pervious concrete. A multiple regression model was carried out for statistical analysis of the results. The results indicate that the compressive strength is significantly more influenced by the density and size of the aggregate. In contrast, the impact resistance was influenced by all parameters (density, porosity, and aggregate size). Thus, in addition to the improved properties demonstrated, the use of pervious concrete can also reduce the environmental problems associated with flooding from rainwater on pavements, contributing to sustainable development.
publishDate 2022
dc.date.none.fl_str_mv 2022-04-19T20:26:45Z
2022-04-19T20:26:45Z
2022-02-22
dc.type.status.fl_str_mv info:eu-repo/semantics/publishedVersion
dc.type.driver.fl_str_mv info:eu-repo/semantics/masterThesis
format masterThesis
status_str publishedVersion
dc.identifier.uri.fl_str_mv http://hdl.handle.net/11449/217938
33004099084P5
url http://hdl.handle.net/11449/217938
identifier_str_mv 33004099084P5
dc.language.iso.fl_str_mv eng
language eng
dc.rights.driver.fl_str_mv info:eu-repo/semantics/openAccess
eu_rights_str_mv openAccess
dc.format.none.fl_str_mv application/pdf
dc.publisher.none.fl_str_mv Universidade Estadual Paulista (Unesp)
publisher.none.fl_str_mv Universidade Estadual Paulista (Unesp)
dc.source.none.fl_str_mv reponame:Repositório Institucional da UNESP
instname:Universidade Estadual Paulista (UNESP)
instacron:UNESP
instname_str Universidade Estadual Paulista (UNESP)
instacron_str UNESP
institution UNESP
reponame_str Repositório Institucional da UNESP
collection Repositório Institucional da UNESP
repository.name.fl_str_mv Repositório Institucional da UNESP - Universidade Estadual Paulista (UNESP)
repository.mail.fl_str_mv repositoriounesp@unesp.br
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