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dc.contributor.authorDeLaFuente-Navarro, Christopher Alfredo
dc.contributor.authorLastra González, Pedro 
dc.contributor.authorIndacoechea Vega, Irune 
dc.contributor.authorCastro Fresno, Daniel 
dc.contributor.otherUniversidad de Cantabriaes_ES
dc.date.accessioned2024-12-20T09:17:06Z
dc.date.available2024-12-20T09:17:06Z
dc.date.issued2024-12
dc.identifier.issn2214-5095
dc.identifier.otherPDC2021-120824-I00es_ES
dc.identifier.urihttps://hdl.handle.net/10902/34778
dc.description.abstractCold asphalt mixtures require a longer curing time and have lower durability than hot asphalt. So, a novel cold magnetic asphalt mixture with industrial by-product and control mixture with virgin steel fibers was designed and compared with a traditional reference mixture curing by oven according to U.S. standard. The research has two main chapters: first, a novel curing process by magnetic induction was evaluated; second, the self-healing capacity of the same magnetic cold mixture by magnetic induction was assessed. In the first chapter, fast curing by magnetic induction was compared with the traditional method established by the U.S. Asphalt Institute with respect to evaporated water, time and energy used. Also, the binder was evaluated after the curing process by the penetration test, ring and ball and Dynamic shear rheometer. Finally, the complete mixture was evaluated mechanically by means of the Cantabro test, stiffness modulus and indirect tensile strength. Regarding the results, the novel magnetic induction curing method evaporates the same water percentage using less energy reducing the curing time from days to only hours. In addition, the binder of the experimental mixture with by-products was less affected at the rheological level. Regarding mechanical properties, the experimental mixture shows a statistically equivalent performance than control and reference mixture. In the second chapter, the self-healing capacity was determined by means of a rupture-healing-rupture test. Then, the healing process was applied in different cycles of the Cantabro test to evaluate its impact on durability against particle loss. Finally, the permeability was measured after 20 cycles of healing. Results show the experimental mixture achieved 83% self-healing. In addition, applying a heal cycle every 50 revolutions in the Cantabro test allowed tripling the durability against particle loss. Finally, the repetition of healing cycles in the cold mixture affects the internal structure of the mixture, reducing permeability.es_ES
dc.description.sponsorshipThis publication is part of the project SICA+ (Ref. PDC2021-120824-I00), financed by MICIU/AEI/10.13039/501100011033 and by the European Union Next Generation EU/PRTR. The authors acknowledge and thank these institutions.es_ES
dc.format.extent14 p.es_ES
dc.language.isoenges_ES
dc.publisherElsevieres_ES
dc.rightsAttribution-NonCommercial-NoDerivatives 4.0 Internationales_ES
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/4.0/*
dc.sourceCase Studies in Construction Materials, 2024, 21, e03799es_ES
dc.subject.otherCold asphalt mixtureses_ES
dc.subject.otherMagnetic inductiones_ES
dc.subject.otherCuring processes_ES
dc.subject.otherSelf-healinges_ES
dc.titleNovel cold asphalt mixture featuring fast curing and self-healing by means of magnetic inductiones_ES
dc.typeinfo:eu-repo/semantics/articlees_ES
dc.relation.publisherVersionhttps://doi.org/10.1016/j.cscm.2024.e03799es_ES
dc.rights.accessRightsopenAccesses_ES
dc.relation.projectIDinfo:eu-repo/grantAgreement/AEI/Plan Estatal de Investigación Científica y Técnica y de Innovación 2017-2020/PDC2021-120824-I00/ES/MEJORA DE LA SOSTENIBILIDAD DE LAS CARRETERAS MEDIANTE LA APLICACION DE INDUCCION AL CURADO DE MEZCLAS ASFALTICAS FRIAS/es_ES
dc.identifier.DOI10.1016/j.cscm.2024.e03799
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