Please use this identifier to cite or link to this item: http://hdl.handle.net/10553/131201
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dc.contributor.authorElizondo-Martinez, Eduardo Javieren_US
dc.contributor.authorAndres Valeri, Valerio Carlosen_US
dc.contributor.authorRodriguez-Hernandez, Jorgeen_US
dc.contributor.authorCastro-Fresno, Danielen_US
dc.date.accessioned2024-06-25T13:05:17Z-
dc.date.available2024-06-25T13:05:17Z-
dc.date.issued2019en_US
dc.identifier.issn1996-1944en_US
dc.identifier.urihttp://hdl.handle.net/10553/131201-
dc.description.abstractAlthough porous concrete pavement design methods are mainly focused on maintaining high permeability rates in order to improve their ability to manage stormwater runoff, the mixture strength is paramount for its durability and service life. This paper proposes a new mixture design method for porous concrete, named PCD (porous concrete design), derived from the ACI 522R-10 and ACI 211.3R-02 standards. The aim is to improve mechanical strength in porous concrete mixtures, while ensuring enough permeability for its use in urban roads. With PCD methodology it is possible to obtain mechanical strengths 30% higher than those produced with ACI methodologies, while maintaining permeability rates close to 2 cm/s, lower than those obtained with ACI methods but still enough to manage extreme storm events. Finally, with the analytical Hierarchy Process (AHP) multi-criteria decision-making methodology and also bearing in mind safety variables, the best porous concrete mixtures are the ones produced with PCD methodology.en_US
dc.languageengen_US
dc.relation.ispartofMaterialsen_US
dc.sourceMaterials [ISSN 1996-1944], v. 12 (19), 3100, (Septiembre 2019)en_US
dc.subject330506 Ingeniería civilen_US
dc.subject.otherCompressive strengthen_US
dc.subject.otherIndirect tensile strengthen_US
dc.subject.otherPermeabilityen_US
dc.subject.otherSkid resistanceen_US
dc.subject.otherStiffness modulusen_US
dc.subject.otherUrban pavementen_US
dc.titleProposal of a new porous concrete dosage methodology for pavementsen_US
dc.typeinfo:eu-repo/semantics/Articleen_US
dc.typeArticleen_US
dc.identifier.doi10.3390/ma12193100en_US
dc.identifier.scopus2-s2.0-85073708434-
dc.contributor.orcid0000-0002-0537-8358-
dc.contributor.orcid0000-0003-3698-9220-
dc.contributor.orcid0000-0003-1596-4024-
dc.contributor.orcid0000-0001-5658-3901-
dc.identifier.issue19-
dc.relation.volume12en_US
dc.investigacionIngeniería y Arquitecturaen_US
dc.type2Artículoen_US
dc.description.numberofpages16en_US
dc.utils.revisionen_US
dc.date.coverdateSeptiembre 2019en_US
dc.identifier.ulpgcNoen_US
dc.contributor.buulpgcBU-INGen_US
dc.description.sjr0,647
dc.description.jcr3,057
dc.description.sjrqQ2
dc.description.jcrqQ2
dc.description.scieSCIE
item.grantfulltextopen-
item.fulltextCon texto completo-
crisitem.author.deptDepartamento de Ingeniería Civil-
crisitem.author.orcid0000-0003-3698-9220-
crisitem.author.fullNameAndres Valeri, Valerio Carlos-
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