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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.accessioned2024-11-08T14:45:12Z
dc.date.available2024-11-08T14:45:12Z
dc.date.issued2024-10-25
dc.identifier.issn0950-0618
dc.identifier.issn1879-0526
dc.identifier.otherPDC2021-120824-I00es_ES
dc.identifier.urihttps://hdl.handle.net/10902/34449
dc.description.abstractThis work studies the feasibility of a new cold asphalt concrete with 5% voids with fast curing, developed with asphalt emulsion and magnetic induction. Until now, it was impossible to produce fast curing cold asphalt concretes due to the impossibility of compacting and evaporating the water in the asphalt emulsion quickly. Therefore, the aim of this work is to solve the impossibility of compacting the cold asphalt concrete and thus reduce the long curing times. For this purpose, at laboratory level, an experimental cold asphalt concrete was designed with magnetic induction and compared with two reference hot asphalt concretes manufactured according to Spanish standards without magnetic induction (one with 50-70 grade bitumen and another with a PMB45/80-65 type polymer-modified bitumen). The research was carried out in two stages. First, the new cold asphalt concrete was rheologically characterized, the binder recovered from the asphalt concrete was analyzed according to the tests of ring and ball, penetration, dynamic shear rheometer (DSR) and multiple stress creep and recovery (MSCR). Secondly, the new cold concrete asphalt was mechanically characterized, the mechanical performance of the cold asphalt concrete was analyzed by evaluating stability and deformation, dry and wet indirect tensile strengths (ITS), wheel tracking test, stiffness modulus and resistance to raveling dry and wet conditions. Based on the rheological analysis results, the asphalt emulsion recovered from the cold asphalt concrete is extremely soft with a low softening point and a high penetration rate. On the other hand, the values of viscosity, phase angle, stiffness and non-recoverable creep compliance are between those of the bitumen 50/70 and the PMB45/80-65, but closer to bitumen 50/70. As for their mechanical performance, the novel cold asphalt concrete studied presents better resistance to water damage and particle loss, both in dry and wet conditions, but also high permanent deformations and low ITS, probably due to the fact that the residual binder of the emulsion used is softer than the others.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.extent12 p.es_ES
dc.language.isoenges_ES
dc.publisherElsevier Ltdes_ES
dc.rights© 2024 The Authorses_ES
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/4.0/*
dc.sourceConstruction and Building Materials, 2024, 449, 138549es_ES
dc.subject.otherCold asphalt concretees_ES
dc.subject.otherMagnetic inductiones_ES
dc.subject.otherCuring processes_ES
dc.subject.otherMagnetic by-productes_ES
dc.titleRheological and mechanical evaluation of a novel fast curing cold asphalt concrete made with asphalt emulsion, by-products and magnetic inductiones_ES
dc.typeinfo:eu-repo/semantics/articlees_ES
dc.relation.publisherVersionhttps://doi.org/10.1016/j.conbuildmat.2024.138549es_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.conbuildmat.2024.138549
dc.type.versionpublishedVersiones_ES


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