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dc.contributor.authorPasandín, A.R.
dc.contributor.authorPérez Pérez, Ignacio
dc.contributor.authorCaamaño Caamaño, Lidia
dc.contributor.authorPérez Barge, Natalia
dc.contributor.authorGómez Meijide, Breixo
dc.date.accessioned2020-09-17T18:22:23Z
dc.date.available2020-09-17T18:22:23Z
dc.date.issued2018
dc.identifier.citationPasandín, A.R., Pérez, I., Caamaño, L. et al. Feasibility of using recycled concrete aggregates for half-warm mix asphalt. Mater Struct 51, 81 (2018). https://doi.org/10.1617/s11527-018-1212-1es_ES
dc.identifier.urihttp://hdl.handle.net/2183/26213
dc.description.abstract[Abstract:] The present study describes a laboratory investigation on the feasibility of reusing construction and demolition waste as recycled concrete aggregate (RCA) to manufacture half-warm mix asphalt (HWMA) instead of natural aggregates. In this investigation, semi-dense HWMA for the binder course, type AC 22 bin S, was analysed. Percentages of 0 (control mixture), 55, and 100% RCA were used instead of natural aggregates (hornfels). Cationic bitumen emulsion, type C60B4, was used to manufacture the aforementioned mixtures. First, the aggregates and bitumen emulsion mixing temperatures and mixing times were determined. Subsequently, volumetric properties, water resistance, resilient modulus, and resistance to permanent deformation were determined. All the samples were manufactured using Marshall compaction. The results indicate that it was possible to dose HWMA made with 55% RCA. The mixture exhibited increased bitumen consumption when compared to that of the control mixture (0% RCA) as well as increased air void content, increased stripping potential, less stiffness, and increased rutting potential. Nevertheless, the results satisfy the required conditions for low-traffic volume roads.es_ES
dc.description.sponsorshipMinisterio de Educación y Ciencia; BIA2013-47987-C3-2-Res_ES
dc.language.isoenges_ES
dc.publisherSpringeres_ES
dc.relation.urihttps://doi.org/10.1617/s11527-018-1212-1es_ES
dc.subjectHalf-warm mix asphaltes_ES
dc.subjectRecycled concrete aggregatees_ES
dc.subjectStripping potentiales_ES
dc.subjectStiffnesses_ES
dc.subjectPermanent deformationes_ES
dc.titleFeasibility of using recycled concrete aggregates on half-warm mix asphaltes_ES
dc.typeinfo:eu-repo/semantics/articlees_ES
dc.rights.accessinfo:eu-repo/semantics/openAccesses_ES
UDC.journalTitleMaterials and Structureses_ES
UDC.issue51es_ES
UDC.startPage81es_ES
dc.identifier.doi10.1617/s11527-018-1212-1


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