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dc.contributor.authorSlebi Acevedo, Carlos José
dc.contributor.authorCastro Fresno, Daniel 
dc.contributor.authorPascual Muñoz, Pablo 
dc.contributor.authorLastra González, Pedro 
dc.contributor.otherUniversidad de Cantabriaes_ES
dc.date.accessioned2022-06-24T10:53:30Z
dc.date.available2022-06-24T10:53:30Z
dc.date.issued2021-01-20
dc.identifier.issn1029-8436
dc.identifier.issn1477-268X
dc.identifier.urihttp://hdl.handle.net/10902/25194
dc.description.abstractPorous asphalt (PA) mixture is setting off an attractive alternative to be used as surface layer in pavements due to the many profits this mixture provides in terms of noise, safety and environmental aspects. Nonetheless, its use is quite limited due to its low durability in comparison to dense graded asphalt mixtures, reason for which the incorporation of different additives is recommended. In this study, the impact of different types of binders and additives in porous asphalt mixtures are experimentally assessed. A total of 54 experimental designs were defined through the Taguchi design of experiments method. Total air voids, interconnected air voids, particle loss in dry and wet conditions and binder drain down were the responses obtained from the experimental tests. Since more than one response was obtained, three Multi-Criteria Decision-Making (MCDM) methods were performed to turn the multiple response optimisation problem into single-objective optimisation problem. Based on the experimental results and statistical analysis, polymer modified binders improve the ravelling resistance without affecting the functional performance of the mixture and without presenting the risk of binder drain down.es_ES
dc.description.abstractABSTRACT: Porous asphalt (PA) mixture is setting off an attractive alternative to be used as surface layer in pavements due to the many profits this mixture provides in terms of noise, safety and environmental aspects. Nonetheless, its use is quite limited due to its low durability in comparison to dense graded asphalt mixtures, reason for which the incorporation of different additives is recommended. In this study, the impact of different types of binders and additives in porous asphalt mixtures are experimentally assessed. A total of 54 experimental designs were defined through the Taguchi design of experiments method. Total air voids, interconnected air voids, particle loss in dry and wet conditions and binder drain down were the responses obtained from the experimental tests. Since more than one response was obtained, three Multi-Criteria Decision-Making (MCDM) methods were performed to turn the multiple response optimisation problem into single-objective optimisation problem. Based on the experimental results and statistical analysis, polymer modified binders improve the ravelling resistance without affecting the functional performance of the mixture and without presenting the risk of binder drain down.es_ES
dc.description.sponsorshipThis work was supported by Horizon 2020 Framework Programme [grant number 769373]es_ES
dc.format.extent15 p.es_ES
dc.language.isoenges_ES
dc.publisherTaylor and Francis Ltd.es_ES
dc.rights© 2021 The Author(s). Published by Informa UK Limited, trading as Taylor & Francis Group This is an Open Access article distributed under the terms of the Creative Commons Attribution-NonCommercial-NoDerivatives License (http://creativecommons.org/licenses/by-nc-nd/4.0/), which permits non-commercial re-use, distribution, and reproduction in any medium, provided the original work is properly cited, and is not altered, transformed, or built upon in any way.es_ES
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/4.0/*
dc.sourceInternational Journal of Pavement Engineering, 2022, 23(8), 2489-2502es_ES
dc.subject.otherDOEes_ES
dc.subject.otherMCDMes_ES
dc.subject.otherPA mixturees_ES
dc.subject.otherFibreses_ES
dc.subject.otherPolymer modified bitumenes_ES
dc.subject.otherHydrated limees_ES
dc.titleA combination of DOE - multi-criteria decision making analysis applied to additiveassessment in porous asphalt mixturees_ES
dc.typeinfo:eu-repo/semantics/articlees_ES
dc.relation.publisherVersionhttps://doi.org/10.1080/10298436.2020.1859508es_ES
dc.rights.accessRightsopenAccesses_ES
dc.relation.projectIDinfo:eu-repo/grantAgreement/EC/H2020/769373/EU/Future proofing strategies FOr RESilient transport networks against Extreme Events/FORESEE/es_ES
dc.identifier.DOI10.1080/10298436.2020.1859508
dc.type.versionpublishedVersiones_ES


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© 2021 The Author(s). Published by Informa UK Limited, trading as Taylor & Francis Group This is an Open Access article distributed under the terms of the Creative Commons Attribution-NonCommercial-NoDerivatives License (http://creativecommons.org/licenses/by-nc-nd/4.0/), which permits non-commercial re-use, distribution, and reproduction in any medium, provided the original work is properly cited, and is not altered, transformed, or built upon in any way.Excepto si se señala otra cosa, la licencia del ítem se describe como © 2021 The Author(s). Published by Informa UK Limited, trading as Taylor & Francis Group This is an Open Access article distributed under the terms of the Creative Commons Attribution-NonCommercial-NoDerivatives License (http://creativecommons.org/licenses/by-nc-nd/4.0/), which permits non-commercial re-use, distribution, and reproduction in any medium, provided the original work is properly cited, and is not altered, transformed, or built upon in any way.