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dc.contributor.authorPasandín, A.R.
dc.contributor.authorPérez Pérez, Ignacio
dc.date.accessioned2018-05-18T16:14:19Z
dc.date.available2018-05-18T16:14:19Z
dc.date.issued2017
dc.identifier.citationPasandín, A.R., Pérez, I. (2017). Fatigue performance of bituminous mixtures made with recycled concrete aggregates and waste tire rubber. Construction and Building Materials, v. 157, 26-33.es_ES
dc.identifier.issn0950-0618
dc.identifier.urihttp://hdl.handle.net/2183/20720
dc.description.abstract[Abstract:] Fatigue cracking is one of the main hot-mix asphalt (HMA) failure modes. The current laboratory investigation analyses the fatigue performance of HMA made with recycled concrete aggregates (RCA). An HMA type AC 22 bin S made with 0%, 35% and 42% of RCA was tested in the indirect tensile fatigue test (ITFT) device. Three constant stress levels, ranging from 150 kPa to 350 kPa were used. Mixtures were manufactured at the optimum bitumen content using two types of bitumen: a B35/50 penetration grade bitumen and a 10% waste tire rubber modified bitumen, BC35/50. This investigation demonstrates the beneficial effect on fatigue life of the incorporation of RCA. Additionally, the use of crumb rubber could lead to RCA bituminous mixtures with higher fatigue life in medium traffic roads.es_ES
dc.description.sponsorshipMinisterio de Economía, Industria y Competitividad; BIA2013-47987-C3-2-Res_ES
dc.language.isoenges_ES
dc.publisherElsevieres_ES
dc.relation.urihttps://doi.org/10.1016/j.conbuildmat.2017.09.090es_ES
dc.subjectFatigue lifees_ES
dc.subjectHot-mix asphaltes_ES
dc.subjectRecycled concrete aggregateses_ES
dc.subjectIndirect tensile fatigue testes_ES
dc.subjectWaste tire rubberes_ES
dc.titleFatigue performance of bituminous mixtures made with recycled concrete aggregates and waste tire rubberes_ES
dc.typeinfo:eu-repo/semantics/articlees_ES
dc.rights.accessinfo:eu-repo/semantics/openAccesses_ES
UDC.journalTitleConstruction and Building Materialses_ES
UDC.volume157es_ES
UDC.startPage26es_ES
UDC.endPage33es_ES
dc.identifier.doihttps://doi.org/10.1016/j.conbuildmat.2017.09.090


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