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Adhesion of recycled concrete aggregates, demolition debris and asphalt

dc.contributor.authorPasandín, A.R.
dc.contributor.authorPérez Pérez, Ignacio
dc.date.accessioned2018-05-03T19:01:05Z
dc.date.available2018-05-03T19:01:05Z
dc.date.issued2014
dc.identifier.citationA. R. Pasandín & I. Pérez (2014) Adhesion of Recycled Concrete Aggregates, Demolition Debris, and Asphalt, Petroleum Science and Technology, 32:21, 2584-2591, DOI: 10.1080/10916466.2013.856444es_ES
dc.identifier.issn1532-2459
dc.identifier.urihttp://hdl.handle.net/2183/20665
dc.description.abstract[Abstract:] In this investigation, rolling bottle tests and boiling water tests were conducted to evaluate the effect of different fillers and treatments on the adhesion between recycled concrete aggregates (RCA) and asphalt. The test results when 100% RCA loose mixtures were evaluated indicated that the filler that achieves the best asphalt aggregate bond was grey Portland cement. Curing the mixture in an oven for 4 h at mix temperature before compacting and coating RCA with bitumen emulsion are treatments that achieved satisfactory adhesion results as well.es_ES
dc.description.sponsorshipMinisterio de Economía, Industria y Competitividad; BIA2010-17751es_ES
dc.language.isoenges_ES
dc.publisherTaylor & Francises_ES
dc.relation.urihttps://doi.org/10.1080/10916466.2013.856444es_ES
dc.subjectAsphaltes_ES
dc.subjectRecycled concrete aggregateses_ES
dc.subjectAdhesiones_ES
dc.subjectBondes_ES
dc.subjectTreatmentses_ES
dc.titleAdhesion of recycled concrete aggregates, demolition debris and asphaltes_ES
dc.typeinfo:eu-repo/semantics/articlees_ES
dc.rights.accessinfo:eu-repo/semantics/openAccesses_ES
UDC.journalTitlePetroleum Science and Technologyes_ES
UDC.volume32es_ES
UDC.issue21es_ES
UDC.startPage2584es_ES
UDC.endPage2591es_ES
dc.identifier.doi10.1080/10916466.2013.856444


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