Please use this identifier to cite or link to this item: http://hdl.handle.net/10553/131198
DC FieldValueLanguage
dc.contributor.authorElizondo-Martínez, E. J.en_US
dc.contributor.authorAndres Valeri, Valerio Carlosen_US
dc.contributor.authorJuli-Gándara, L.en_US
dc.contributor.authorRodriguez-Hernandez, J.en_US
dc.date.accessioned2024-06-25T12:44:20Z-
dc.date.available2024-06-25T12:44:20Z-
dc.date.issued2022en_US
dc.identifier.issn1029-8436en_US
dc.identifier.urihttp://hdl.handle.net/10553/131198-
dc.description.abstractResearch has been done to obtain a Porous Concrete (PC) mixture capable of bearing heavy traffic loads while maintaining sufficient air voids (AV) to percolate water into the ground. This research aims to establish several design parameters in PC mixture dosage in order to generate a multi-criteria methodology that helps to obtain a final product, which is beneficial for both citizens and environment. Compression strength, indirect tensile strength, permeability, skid resistance, and stiffness modulus were evaluated, employing different aggregate gradations (AG), water to cement (w/c) and sand to cement (s/c) ratios, designing with the Porous Concrete that the right addition of sand and AG can improve mechanical capacity Design (PCD) methodology. Results demonstrated by around 10% and permeability rates by around 25%. This investigation provides a starting point for the use of additives in PC mixtures that helps to bring multifunctional properties such as heat island mitigation, air purification (photo-catalysis) and noise reduction, among others.en_US
dc.languageengen_US
dc.relation.ispartofInternational Journal of Pavement Engineeringen_US
dc.sourceInternational Journal of Pavement Engineering [1029-8436], v. 23 , n. 3, p. 745–754 (2022)en_US
dc.subject330506 Ingeniería civilen_US
dc.subject.otherMechanical propertiesen_US
dc.subject.otherMulti-criteriaen_US
dc.subject.otherPermeabilityen_US
dc.subject.otherPorous concreteen_US
dc.subject.otherSafety propertiesen_US
dc.titleMulti-criteria optimum mixture design of porous concrete pavement surface layersen_US
dc.typeinfo:eu-repo/semantics/Articleen_US
dc.typeArticleen_US
dc.identifier.doi10.1080/10298436.2020.1768254en_US
dc.identifier.scopus2-s2.0-85085613472-
dc.contributor.orcid#NODATA#-
dc.contributor.orcid#NODATA#-
dc.contributor.orcid#NODATA#-
dc.contributor.orcid#NODATA#-
dc.description.lastpage754en_US
dc.identifier.issue3-
dc.description.firstpage745en_US
dc.relation.volume23en_US
dc.investigacionIngeniería y Arquitecturaen_US
dc.type2Artículoen_US
dc.description.numberofpages10en_US
dc.utils.revisionen_US
dc.date.coverdate2022en_US
dc.identifier.ulpgcNoen_US
dc.contributor.buulpgcBU-INGen_US
dc.description.sjr1,053
dc.description.jcr3,8
dc.description.sjrqQ1
dc.description.jcrqQ2
dc.description.scieSCIE
dc.description.miaricds10,8
item.grantfulltextnone-
item.fulltextSin texto completo-
crisitem.author.deptDepartamento de Ingeniería Civil-
crisitem.author.orcid0000-0003-3698-9220-
crisitem.author.fullNameAndres Valeri, Valerio Carlos-
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