Asphalt mixtures with construction and demolition debris

UDC.coleccionInvestigaciónes_ES
UDC.departamentoEnxeñaría Civiles_ES
UDC.endPage174es_ES
UDC.grupoInvGrupo de Estradas, Xeotecnia e Materiais (CGM)es_ES
UDC.institutoCentroCITEEC - Centro de Innovación Tecnolóxica en Edificación e Enxeñaría Civiles_ES
UDC.issue4es_ES
UDC.journalTitleProceedings of the Institution of Civil Engineers - Transportes_ES
UDC.startPage165es_ES
UDC.volume163es_ES
dc.contributor.authorPérez Pérez, Ignacio
dc.contributor.authorGallego Medina, Juan
dc.contributor.authorToledano, Mar
dc.contributor.authorTaibo Pose, Javier
dc.date.accessioned2017-01-17T19:47:24Z
dc.date.available2017-01-17T19:47:24Z
dc.date.issued2010
dc.description.abstract[Abstract:] This paper reports on research into the technical viability of the use of construction and demolition debris in hot-mix asphalt. A semi-dense and a coarse asphalt mixture were studied, both containing 50% recycled aggregate from construction and demolition debris. Two control mixtures were also studied, similar in grading but not containing recycled aggregates. It was shown that the mixtures containing recycled aggregates were more open graded and had considerable potential for stripping, a characteristic that can be related to the high water absorption level of the mortar adhered to the recycled aggregates. It was also shown that the dynamic modulus was higher in the mixtures made with recycled aggregates, particularly in the semi-dense asphalts. Whereas a deterioration of the fatigue law was observed in the semi-dense mixtures, this property did not appear to worsen in the coarse mixtures. This meant it was possible to design structural sections for flexible pavements bearing medium or low volumes of traffic with a service life comparable with that of conventional materials. Nevertheless, further research is required as, for the time being, the lack of resistance to water action casts doubt on the use of asphalt mixtures incorporating these types of recycled aggregate.es_ES
dc.identifier.citationPÉREZ PÉREZ, I.; GALLEGO MEDINA, J.; TOLEDANO PRADOS, M.; TAIBO POSE, J. 2010. Asphalt mixtures with construction and demolition debris. Proceedings of the Institution of Civil Engineers - Transport, 163 (4), pp. 165-174. ISSN 1751-7710 .es_ES
dc.identifier.doihttp://dx.doi.org/10.1680/tran.2010.163.4.165
dc.identifier.urihttp://hdl.handle.net/2183/17968
dc.language.isoenges_ES
dc.publisherICE Publishing, Thomas Telfordes_ES
dc.relation.urihttp://dx.doi.org/10.1680/tran.2010.163.4.165es_ES
dc.rightsCopyright © ICE Publishinges_ES
dc.rights.accessRightsopen accesses_ES
dc.subjectPavement designes_ES
dc.subjectRecycling & reuse of materialses_ES
dc.subjectSustainabilityes_ES
dc.titleAsphalt mixtures with construction and demolition debrises_ES
dc.typejournal articlees_ES
dspace.entity.typePublication
relation.isAuthorOfPublication58ff9381-054f-4d51-b9eb-603417f0d262
relation.isAuthorOfPublication34ef50f5-6b17-4def-8633-c7876051466c
relation.isAuthorOfPublication.latestForDiscovery58ff9381-054f-4d51-b9eb-603417f0d262

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