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dc.coverage.temporalVol. 16, Núm. 31es
dc.creatorArbelaez Pérez, Oscar Felipe-
dc.creatorCórdoba Palacios, Yuliana Marcela-
dc.creatorMena Ramírez, Karol Patricia-
dc.creatorVenites Mosquera, Jhon Fishman-
dc.date.accessioned2021-03-04T15:52:24Z-
dc.date.available2021-03-04T15:52:24Z-
dc.date.issued2020-05-11-
dc.identifier.issn2256-5353es
dc.identifier.urihttps://doi.org/10.33571/rpolitec.v16n31a6es
dc.identifier.urihttp://hdl.handle.net/20.500.12494/33545-
dc.descriptionLos desechos plásticos marinos y su baja tasa de reutilización contribuyen a la contaminación ambiental, requiriéndose estrategias de valorización. Este trabajo presenta el diseño y la preparación de mezclas de concreto tradicional y con reemplazos del 2.5%, 5%, 7.5% y 10% de los agregados finos por plásticos reciclados del mar. A partir de las mezclas preparadas se elaboraron especímenes cilíndricos de 15cmx30cm de diámetroxaltura, respectivamente. Se evaluó el asentamiento, la densidad, la resistencia y el modulo elástico. Los resultados mostraron que un aumento del contenido de plástico reciclado genera una disminución del asentamiento y la densidad, así como un aumento de la resistencia y del módulo elástico. Los especímenes con sustituciones del 7.5% presentaron la mejor resistencia a compresión (18.19 MPa) equivalente al 90.5% del tradicional (20 MPa). Los resultados encontrados muestran información valiosa para la valorización de desechos plásticos marinos en la elaboración de concretos con resistencias moderadas.es
dc.description.abstractPlastic waste and its low recycling rate contribute to environmental pollution, requiring valorization strategies This work presents the design and preparation of traditional and mix concrete with replacement of 2.5%, 5.0%, 7.5% and 10% of fine aggregates by recycled plastic of the ocean. With the prepared concrete mixes, cylindrical specimens of 15cmx30mm in diameterxheight, respectively, were made. Slump, density, compressive strength, and elasticity modulus were evaluated. The results exhibited that an increase in the content of recycled plastic generates a decrease in slump and density, as well as an increase in strength and elastic modulus. Specimens with 7.5% exhibited the highest strength (18.9 MPa) equivalent to 91% of the traditional one (20 MPa). The results gathered would form a part of useful information for recycling plastic waste in the preparation of concrete that requiring moderate strength.es
dc.format.extent9 p.es
dc.publisherUniversidad Cooperativa de Colombia, Facultad de Ingenierías, Ingeniería Civil, Medellínes
dc.relation.ispartofRevista Politecnicaes
dc.relation.isversionofhttps://revistas.elpoli.edu.co/index.php/pol/article/view/1679es
dc.subjectResiduos plásticoses
dc.subjectConcretos modificadoses
dc.subjectPropiedades mecánicases
dc.subject.otherPlastic wastees
dc.subject.othermodified concretees
dc.subject.othermechanical propertieses
dc.titlePropiedades mecánicas de concretos modificados con plástico marino reciclado en reemplazo de los agregados finoses
dc.typeArtículoes
dc.rights.licenseAtribuciónes
dc.publisher.departmentMedellínes
dc.publisher.programIngeniería Civiles
dc.creator.mailoscar.arbelaez@campusucc.edu.coes
dc.creator.mailyuliana.cordobap@campusucc.edu.coes
dc.creator.mailkarol.menar@campusucc.edu.coes
dc.creator.mailjhon.venitesm@campusucc.edu.coes
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dc.description.orcidhttps://orcid.org/0000-0001-8592-5333es
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dc.description.orcidhttps://orcid.org/0000-0002-7006-0389es
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