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dc.contributor.authorMoreno Navarro, Fernando
dc.contributor.authorRubio Gámez, María del Carmen
dc.contributor.authorMiró Recasens, José Rodrigo
dc.contributor.authorPérez Jiménez, Félix Edmundo
dc.contributor.otherUniversitat Politècnica de Catalunya. Departament d'Enginyeria Civil i Ambiental
dc.date.accessioned2015-12-23T18:51:30Z
dc.date.available2016-06-01T00:30:50Z
dc.date.issued2015-05
dc.identifier.citationMoreno, F., Rubio, M.C., Miro, R., Perez, F. The influence of temperature on the fatigue behaviour of bituminous materials for pavement rehabilitation. "Road materials and pavement design", Maig 2015, vol. 16, núm. Sup. 1, p. 300-313.
dc.identifier.issn1468-0629
dc.identifier.urihttp://hdl.handle.net/2117/81086
dc.descriptionThis is an Accepted Manuscript of an article published by Taylor & Francis Group in Road Materials and Pavement Design on 2015, available online at: http://www.tandfonline.com/10.1080/14680629.2015.1029676
dc.description.abstractThe rehabilitation of deteriorated pavements has become one of the main concerns in road engineering. Thus, the development of more resistant bituminous mixtures to be used as surface layers is a priority for the sector. Gap graded bituminous mixtures manufactured with modified binders at high dosages have been used with satisfactory results. Nevertheless, these materials are susceptible to temperature, and their performance is dependent on the climatic conditions. In order to improve the design of these mixtures, this research has focused on a better understanding of their fatigue behaviour as a function of temperature. This study has been conducted at both binder and mixture levels using the EBADE (Ensayo de BArrido de DEformacioes) and University of Granada - Fatigue Asphalt Cracking Test (UGR-FACT) tests, and it involves the analysis of various types of bituminous materials. The results showed that the temperature could play an important role in the success of this type of solution for the rehabilitation of deteriorated roads. It is therefore of interest to take this parameter into account for the effective design of bituminous mixtures.
dc.format.extent14 p.
dc.language.isoeng
dc.subjectÀrees temàtiques de la UPC::Enginyeria civil::Infraestructures i modelització dels transports
dc.subject.lcshBituminous materials--Fatigue
dc.subject.otherEBADE
dc.subject.otherbinder
dc.subject.otherbituminous mixtures
dc.subject.otherasphalt pavement
dc.subject.othertemperature
dc.subject.otherUGR-FACT
dc.subject.otherASPHALT BINDERS
dc.subject.otherCRACKING
dc.subject.otherDAMAGE
dc.subject.otherMIXES
dc.titleThe influence of temperature on the fatigue behaviour of bituminous materials for pavement rehabilitation
dc.typeArticle
dc.subject.lemacMaterials bituminosos -- Fatiga
dc.contributor.groupUniversitat Politècnica de Catalunya. MATCAR - Materials de Construcció i Carreteres
dc.identifier.doi10.1080/14680629.2015.1029676
dc.description.peerreviewedPeer Reviewed
dc.relation.publisherversionhttp://www.tandfonline.com/doi/abs/10.1080/14680629.2015.1029676
dc.rights.accessOpen Access
local.identifier.drac16387157
dc.description.versionPostprint (author's final draft)
local.citation.authorMoreno, F.; Rubio, M.C.; Miro, R.; Perez, F.
local.citation.publicationNameRoad materials and pavement design
local.citation.volume16
local.citation.numberSup. 1
local.citation.startingPage300
local.citation.endingPage313


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