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dc.contributor.authorElizondo Martínez, Eduardo Javier
dc.contributor.authorAndrés Valeri, Valerio Carlos Alessio 
dc.contributor.authorRodríguez Hernández, Jorge 
dc.contributor.authorCastro Fresno, Daniel 
dc.contributor.otherUniversidad de Cantabriaes_ES
dc.date.accessioned2019-10-03T14:24:05Z
dc.date.available2019-10-03T14:24:05Z
dc.date.issued2019-09
dc.identifier.issn1996-1944
dc.identifier.otherBIA2015-65240-C2-1-Res_ES
dc.identifier.urihttp://hdl.handle.net/10902/16965
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.es_ES
dc.description.sponsorshipThis research was funded by the Spanish Ministry of Economy and Competitiveness and the European Union (ERDF) through the project SUPRIS.SUReS (Ref. BIA2015-65240-C2-1-R).es_ES
dc.format.extent16 p.es_ES
dc.language.isoenges_ES
dc.publisherMDPI AGes_ES
dc.rights© 2019 by the authors. Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution(CC BY) license.es_ES
dc.sourceMaterials 2019, 12(19), 3100es_ES
dc.titleProposal of a New Porous Concrete Dosage Methodology for Pavementses_ES
dc.typeinfo:eu-repo/semantics/articlees_ES
dc.rights.accessRightsopenAccesses_ES
dc.identifier.DOI10.3390/ma12193100
dc.type.versionpublishedVersiones_ES


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