Please use this identifier to cite or link to this item: http://hdl.handle.net/10553/124375
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dc.contributor.authorFranesqui, Miguel A.en_US
dc.contributor.authorRodríguez-Alloza, Ana Maríaen_US
dc.contributor.authorGarcía-González, Cándidaen_US
dc.date.accessioned2023-09-07T12:56:01Z-
dc.date.available2023-09-07T12:56:01Z-
dc.date.issued2023en_US
dc.identifier.issn2214-5095en_US
dc.identifier.otherScopus-
dc.identifier.urihttp://hdl.handle.net/10553/124375-
dc.description.abstractThe reuse of plastic and poor-quality residual aggregates in the manufacture of bituminous mixtures for paving could contribute to reclaim significant quantities in the pavement construction industry since certain polymers can enhance the mixture properties. This study investigates the potential use of waste from recycled polyethylene terephthalate (PET) in asphalt mixtures with extremely-vesiculated residual aggregates, which are also rejected in quarry production. In this research, the physical, compaction, and mechanical properties of asphalt mixtures with these marginal aggregates, different binder consistencies and PET contents replacing part of the aggregate are studied. The results indicate that limited proportions of waste PET (up to 1 %) are compatible with extremely porous aggregates and can improve certain mixture engineering properties, such as the resistance to water action and to rutting. These mixtures meet specifications for base courses and even for pavement surfaces under limited heavy-truck traffic, while contributing to the sustainability of asphalt pavements by reducing the extractive demand of natural resources and replacing them with waste materials.en_US
dc.languagespaen_US
dc.relationConvenio de cooperación con la Consejería de Obras Públicas, Transportes y Vivienda para la elaboración de la Guía de recomendaciones técnicas para el diseño y ejecución de firmes en la Red de Carreteras de Canarias (C2020/143)en_US
dc.relation.ispartofCase Studies in Construction Materialsen_US
dc.sourceCase Studies in Construction Materials[ISSN 2214-5095],v. 19, (Diciembre 2023), e02361.en_US
dc.subject330506 Ingeniería civilen_US
dc.subject331209 Resistencia de materialesen_US
dc.subject.otherAsphalt Pavementen_US
dc.subject.otherBituminous Mixtureen_US
dc.subject.otherMarginal Aggregateen_US
dc.subject.otherPlastic Wasteen_US
dc.subject.otherPolyethylene Terephthalate (Pet)en_US
dc.subject.otherRecycled Polymeren_US
dc.subject.otherResidual Aggregateen_US
dc.subject.otherVesicular Volcanic Aggregateen_US
dc.titleReuse of plastic waste in asphalt mixtures with residual porous aggregatesen_US
dc.typeinfo:eu-repo/semantics/Articleen_US
dc.typeArticleen_US
dc.identifier.doi10.1016/j.cscm.2023.e02361en_US
dc.identifier.scopus85166737154-
dc.identifier.isiWOS:001051652800001-
dc.contributor.orcid#NODATA#-
dc.contributor.orcid#NODATA#-
dc.contributor.orcid#NODATA#-
dc.contributor.authorscopusid57188747644-
dc.contributor.authorscopusid55552959500-
dc.contributor.authorscopusid57194343208-
dc.relation.volume19en_US
dc.investigacionIngeniería y Arquitecturaen_US
dc.type2Artículoen_US
dc.description.numberofpages17en_US
dc.utils.revisionen_US
dc.date.coverdateDiciembre 2023en_US
dc.identifier.ulpgcen_US
dc.contributor.buulpgcBU-INGen_US
dc.description.sjr1,464-
dc.description.jcr6,2-
dc.description.sjrqQ1-
dc.description.jcrqQ1-
dc.description.miaricds10,3-
item.grantfulltextnone-
item.fulltextSin texto completo-
crisitem.author.deptGIR Fabricación integrada y avanzada-
crisitem.author.deptDepartamento de Ingeniería Civil-
crisitem.author.deptGIR Fabricación integrada y avanzada-
crisitem.author.deptDepartamento de Ingeniería Civil-
crisitem.author.orcid0000-0003-3803-5690-
crisitem.author.orcid0000-0002-8379-3397-
crisitem.author.parentorgDepartamento de Ingeniería Mecánica-
crisitem.author.parentorgDepartamento de Ingeniería Mecánica-
crisitem.author.fullNameFranesqui García, Miguel Ángel-
crisitem.author.fullNameGarcía González, Cándida Inmaculada-
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