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dc.contributor.authorSlebi Acevedo, Carlos José
dc.contributor.authorLastra González, Pedro 
dc.contributor.authorCastro Fresno, Daniel 
dc.contributor.authorVega Zamanillo, Angel 
dc.contributor.otherUniversidad de Cantabriaes_ES
dc.date.accessioned2022-11-17T08:48:57Z
dc.date.available2022-11-17T08:48:57Z
dc.date.issued2022-01-24
dc.identifier.issn0950-0618
dc.identifier.issn1879-0526
dc.identifier.urihttps://hdl.handle.net/10902/26484
dc.description.abstractRecently, the use of fibers has become an attractive option to be implemented as reinforcement in Asphalt Concrete (AC) mixtures. Nonetheless, few studies have been carried out to evaluate the recyclability potential of AC mixtures incorporating fibers. In this study, the reinforcing effect of polyacrylonitrile (PAN) fibers in AC mixtures is investigated. Air voids, Marshall stability, indirect tensile strength (ITS), moisture sensitivity, compactability, rutting, stiffness, and fatigue were the tests taken into consideration. In addition, bituminous mixtures manufactured with higher quantities of artificial reclaimed asphalt pavement containing PAN fibers (PANRAP) were evaluated experimentally. The results indicate that PAN fibers significantly increased the resistance to permanent deformation of the AC mixture. Improvements in ITS, moisture sensitivity and stiffness keeping the same fatigue life were also observed. In addition, a suitable performance was found in mixtures incorporating PANRAP in relation to control mix and remarkable increases in ITS, rutting, and stiffness were noted. The present investigation provides technical evidence of recycling AC mixtures with fibers up to 50% without the presence of rejuvenators.es_ES
dc.description.sponsorshipThis work has received funding from the CEDR Transnational Road Research Program - call 2017 under the contract N. 867481, ‘‘Fostering the implementation of fiber-reinforced asphalt mixtures by ensuring its safe, optimized and cost-efficient use (FIBRA)”. Scientific support from the consortium partners University of Cantabria (Spain), Empa (Switzerland), Technical University of Braunschweig (Germany), BAM (Netherlands) SINTEF and Veidekke (Norway) is gratefully acknowledged.es_ES
dc.format.extent10 p.es_ES
dc.language.isoenges_ES
dc.publisherElsevier Ltdes_ES
dc.rightsAttribution-NonCommercial-NoDerivatives 4.0 Internationales_ES
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/4.0/*
dc.sourceConstruction and Building Materials, 2022, 317, 125829es_ES
dc.subject.otherMaintenancees_ES
dc.subject.otherDurabilityes_ES
dc.subject.otherFatiguees_ES
dc.subject.otherAsphalt concretees_ES
dc.subject.otherRAPes_ES
dc.subject.otherFiberes_ES
dc.subject.otherRuttinges_ES
dc.titleExperimental evaluation and recyclability potential of asphalt concrete mixtures with polyacrylonitrile fiberses_ES
dc.typeinfo:eu-repo/semantics/articlees_ES
dc.relation.publisherVersionhttps://doi.org/10.1016/j.conbuildmat.2021.125829es_ES
dc.rights.accessRightsopenAccesses_ES
dc.identifier.DOI10.1016/j.conbuildmat.2021.125829
dc.type.versionpublishedVersiones_ES


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Attribution-NonCommercial-NoDerivatives 4.0 InternationalExcepto si se señala otra cosa, la licencia del ítem se describe como Attribution-NonCommercial-NoDerivatives 4.0 International