Please use this identifier to cite or link to this item: http://hdl.handle.net/10553/74619
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dc.contributor.authorFranesqui, Miguel A.en_US
dc.contributor.authorGallego, Juanen_US
dc.date.accessioned2020-10-01T08:36:03Z-
dc.date.available2020-10-01T08:36:03Z-
dc.date.issued2019en_US
dc.identifier.issn1464-8164en_US
dc.identifier.urihttp://hdl.handle.net/10553/74619-
dc.description.abstractTop-down cracking (TDC) is one of the most frequent and important failure modes of asphalt pavements. In order to achieve long-lasting pavements, it is necessary to control the evolution of these cracks and so repair them before they become deeper and deteriorate the lower layers which are less accessible and cost more to repair. Self-healing of asphalt mixtures is possible if the temperature is raised near the softening point of the binder, thus allowing the fusion of the cracks. For this purpose conductive additions were used to promote induction heating when applying microwaves. This research shows the self-healing results of TDC on gap-graded asphalt concrete for very thin layers (AC-VTL) and open-graded porous asphalt (PA) after microwaves exposure. These mixtures were tested with diverse types, sizes and proportions of metallic additions (steel wool, steel filing and metallic powder, all of them from industrial waste). Three types of studies were performed: a) analysis of the type, particle size and content of each addition on the heating speed; b) temperature increase with the specific energy; c) monitoring of the healing process by using ultrasounds. Microwave exposure allowed the total closure of cracks using a waste product, with reduced times and applied energies compared to the reference mixtures without additions. Results validate the use of ultrasounds for monitoring the crack depth.en_US
dc.languageengen_US
dc.relation.ispartofThe International Journal of Pavement Engineering & Asphalt Technologyen_US
dc.sourceThe International Journal of Pavement Engineering & Asphalt Technology [ISSN 1464-8164], v. 20 (1), p. 9-19, (Mayo 2019)en_US
dc.subject330506 Ingeniería civilen_US
dc.subject.otherTop-down cracking (TDC)en_US
dc.subject.otherSelf-healingen_US
dc.subject.otherMetallic filleren_US
dc.subject.otherMicrowaveen_US
dc.subject.otherCrack depthen_US
dc.subject.otherNon-destructive testing (NDT)en_US
dc.subject.otherUltrasounden_US
dc.subject.otherPavement maintenanceen_US
dc.titleMonitoring and self-healing of surface-initiated cracks in gap-graded asphalt pavementsen_US
dc.typeinfo:eu-repo/semantics/conferenceObjecten_US
dc.typeConference proceedingsen_US
dc.relation.conference19th Annual International Conference on Asphalt, Pavement Engineering and Infrastructureen_US
dc.identifier.doi10.1515/ijpeat-2016-0025en_US
dc.relation.volume20en_US
dc.investigacionIngeniería y Arquitecturaen_US
dc.type2Actas de congresosen_US
dc.description.notas19th Annual International Conference on Asphalt, Pavement Engineering and Infrastructure April 2020, the Sensor City, Liverpool, UK. Editor: Dr. Atif Rasheed. Associate Editors: Dr. Evangelia Manolaen_US
dc.description.numberofpages15en_US
dc.utils.revisionen_US
dc.identifier.ulpgces
item.grantfulltextopen-
item.fulltextCon texto completo-
crisitem.author.deptGIR Fabricación integrada y avanzada-
crisitem.author.deptDepartamento de Ingeniería Civil-
crisitem.author.orcid0000-0003-3803-5690-
crisitem.author.parentorgDepartamento de Ingeniería Mecánica-
crisitem.author.fullNameFranesqui García, Miguel Ángel-
crisitem.event.eventsstartdate11-03-2020-
crisitem.event.eventsenddate12-03-2020-
Appears in Collections:Actas de congresos
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