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dc.contributor.authorPasandín, A.R.
dc.contributor.authorPérez Pérez, Ignacio
dc.contributor.authorGómez Meijide, Breixo
dc.date.accessioned2018-01-19T15:07:26Z
dc.date.available2018-01-19T15:07:26Z
dc.date.issued2014
dc.identifier.citationA. M. Rodríguez Pasandín et al., "Characterization of Hot-Mix Asphalt Made with Recycled Concrete Aggregates that Have Been Cured for 4 Hours in the Oven", Advanced Materials Research, Vol. 849, pp. 81-87, 2014es_ES
dc.identifier.urihttp://hdl.handle.net/2183/20020
dc.description.abstract[Abstract:] In this research a laboratory characterization of hot-mix asphalt (HMA) made with recycled concrete aggregates (RCA) from construction and demolition waste (CDW) as base layer in road construction has been conducted. HMA containing 5%, 10%, 20% and 30% of RCA in place of virgin aggregate were evaluated. To improve water resistance of the mixtures, they were left in an oven for 4 hours at mixing temperature before compaction to allow the bitumen absorption and, in addition, obstructing the mortar pores, strengthening the attached mortar onto the RCA surface and thus, preventing water pathways. The tested mixtures complied with Spanish water resistance requirement and also showed a water resistance performance much higher than that of the mixtures that were not cured in the oven. Stiffness and resistance to permanent deformation were also studied showing satisfactory results.es_ES
dc.language.isoenges_ES
dc.publisherTrans Tech Publicationses_ES
dc.relation.urihttp://dx.doi.org/10.4028/www.scientific.net/AMR.849.81es_ES
dc.subjectRecycled concrete aggregateses_ES
dc.subjectHot-mix asphaltes_ES
dc.subjectWater resistancees_ES
dc.subjectStiffnesses_ES
dc.subjectPermanent deformationes_ES
dc.titleCharacterization of hot-mix asphalt made with recycled concrete aggregates that have been cured for 4 hours in the ovenes_ES
dc.typeinfo:eu-repo/semantics/articlees_ES
dc.rights.accessinfo:eu-repo/semantics/openAccesses_ES
UDC.journalTitleAdvanced Materials Researches_ES
UDC.volume849es_ES
UDC.startPage81es_ES
UDC.endPage87es_ES
dc.identifier.doi10.4028/www.scientific.net/AMR.849.81


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