Use of e-plastic waste in concrete as a partial replacement of coarse mineral aggregate

The accelerated increase of the population growth rate in the world and the current lifestyle based on consumerism considerably increased the amount of waste generated by the human activity. Specifically, e-plastic waste causes significant damage to the environment because of its difficult degradati...

Full description

Autores:
Sabau, Marian
Vargas Figueredo, Johnny Rafael
Tipo de recurso:
Article of journal
Fecha de publicación:
2018
Institución:
Corporación Universidad de la Costa
Repositorio:
REDICUC - Repositorio CUC
Idioma:
eng
OAI Identifier:
oai:repositorio.cuc.edu.co:11323/1543
Acceso en línea:
https://hdl.handle.net/11323/1543
https://doi.org/10.12989/cac.2018.21.4.377
https://repositorio.cuc.edu.co/
Palabra clave:
Aggregates
Compressive Strength
E-Plastic Waste
Recycling
Social Housing
Waste Management
Rights
openAccess
License
Atribución – No comercial – Compartir igual
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dc.title.eng.fl_str_mv Use of e-plastic waste in concrete as a partial replacement of coarse mineral aggregate
title Use of e-plastic waste in concrete as a partial replacement of coarse mineral aggregate
spellingShingle Use of e-plastic waste in concrete as a partial replacement of coarse mineral aggregate
Aggregates
Compressive Strength
E-Plastic Waste
Recycling
Social Housing
Waste Management
title_short Use of e-plastic waste in concrete as a partial replacement of coarse mineral aggregate
title_full Use of e-plastic waste in concrete as a partial replacement of coarse mineral aggregate
title_fullStr Use of e-plastic waste in concrete as a partial replacement of coarse mineral aggregate
title_full_unstemmed Use of e-plastic waste in concrete as a partial replacement of coarse mineral aggregate
title_sort Use of e-plastic waste in concrete as a partial replacement of coarse mineral aggregate
dc.creator.fl_str_mv Sabau, Marian
Vargas Figueredo, Johnny Rafael
dc.contributor.author.spa.fl_str_mv Sabau, Marian
Vargas Figueredo, Johnny Rafael
dc.subject.eng.fl_str_mv Aggregates
Compressive Strength
E-Plastic Waste
Recycling
Social Housing
Waste Management
topic Aggregates
Compressive Strength
E-Plastic Waste
Recycling
Social Housing
Waste Management
description The accelerated increase of the population growth rate in the world and the current lifestyle based on consumerism considerably increased the amount of waste generated by the human activity. Specifically, e-plastic waste causes significant damage to the environment because of its difficult degradation process. This paper aims to establish the feasibility of using e-plastic waste in concrete as a partial replacement of coarse mineral aggregate. Considering a control mix without e-plastic waste designed for a compressive strength of 21 MPa, tests on concrete mixes with 40, 50 and 60% of e-plastic waste aggregate to determine the fresh and hardened properties were carried out. A reduction in the compressive strength as the percentage of e-plastic waste increases was observed, the maximum reduction being 44% with respect to the control mix. In addition, a significant reduction as much as 22% in the density of the concrete mixes with e-plastic waste was recorded, which means that lighter elements can be produced with this type of concrete. Two new equations based on regression analysis of the experimental data from this study were proposed. These equations estimate the reduction in the compressive strength of concrete mixes with e-plastic waste aggregate at 14 and 28 days. A cost analysis and a practical alternative to introduce this waste material into the market are also presented.
publishDate 2018
dc.date.accessioned.none.fl_str_mv 2018-11-20T22:07:40Z
dc.date.available.none.fl_str_mv 2018-11-20T22:07:40Z
dc.date.issued.none.fl_str_mv 2018
dc.type.spa.fl_str_mv Artículo de revista
dc.type.coar.fl_str_mv http://purl.org/coar/resource_type/c_2df8fbb1
dc.type.coar.spa.fl_str_mv http://purl.org/coar/resource_type/c_6501
dc.type.content.spa.fl_str_mv Text
dc.type.driver.spa.fl_str_mv info:eu-repo/semantics/article
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dc.identifier.issn.spa.fl_str_mv 15988198
dc.identifier.uri.spa.fl_str_mv https://hdl.handle.net/11323/1543
dc.identifier.doi.spa.fl_str_mv https://doi.org/10.12989/cac.2018.21.4.377
dc.identifier.instname.spa.fl_str_mv Corporación Universidad de la Costa
dc.identifier.reponame.spa.fl_str_mv REDICUC - Repositorio CUC
dc.identifier.repourl.spa.fl_str_mv https://repositorio.cuc.edu.co/
identifier_str_mv 15988198
Corporación Universidad de la Costa
REDICUC - Repositorio CUC
url https://hdl.handle.net/11323/1543
https://doi.org/10.12989/cac.2018.21.4.377
https://repositorio.cuc.edu.co/
dc.language.iso.none.fl_str_mv eng
language eng
dc.rights.spa.fl_str_mv Atribución – No comercial – Compartir igual
dc.rights.accessrights.spa.fl_str_mv info:eu-repo/semantics/openAccess
dc.rights.coar.spa.fl_str_mv http://purl.org/coar/access_right/c_abf2
rights_invalid_str_mv Atribución – No comercial – Compartir igual
http://purl.org/coar/access_right/c_abf2
eu_rights_str_mv openAccess
dc.publisher.spa.fl_str_mv Computers And Concrete
institution Corporación Universidad de la Costa
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spelling Sabau, MarianVargas Figueredo, Johnny Rafael2018-11-20T22:07:40Z2018-11-20T22:07:40Z201815988198https://hdl.handle.net/11323/1543https://doi.org/10.12989/cac.2018.21.4.377Corporación Universidad de la CostaREDICUC - Repositorio CUChttps://repositorio.cuc.edu.co/The accelerated increase of the population growth rate in the world and the current lifestyle based on consumerism considerably increased the amount of waste generated by the human activity. Specifically, e-plastic waste causes significant damage to the environment because of its difficult degradation process. This paper aims to establish the feasibility of using e-plastic waste in concrete as a partial replacement of coarse mineral aggregate. Considering a control mix without e-plastic waste designed for a compressive strength of 21 MPa, tests on concrete mixes with 40, 50 and 60% of e-plastic waste aggregate to determine the fresh and hardened properties were carried out. A reduction in the compressive strength as the percentage of e-plastic waste increases was observed, the maximum reduction being 44% with respect to the control mix. In addition, a significant reduction as much as 22% in the density of the concrete mixes with e-plastic waste was recorded, which means that lighter elements can be produced with this type of concrete. Two new equations based on regression analysis of the experimental data from this study were proposed. These equations estimate the reduction in the compressive strength of concrete mixes with e-plastic waste aggregate at 14 and 28 days. 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