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The influence of temperature on the fatigue behaviour of bituminous materials for pavement rehabilitation
dc.contributor.author | Moreno Navarro, Fernando |
dc.contributor.author | Rubio Gámez, María del Carmen |
dc.contributor.author | Miró Recasens, José Rodrigo |
dc.contributor.author | Pérez Jiménez, Félix Edmundo |
dc.contributor.other | Universitat Politècnica de Catalunya. Departament d'Enginyeria Civil i Ambiental |
dc.date.accessioned | 2015-12-23T18:51:30Z |
dc.date.available | 2016-06-01T00:30:50Z |
dc.date.issued | 2015-05 |
dc.identifier.citation | Moreno, 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.issn | 1468-0629 |
dc.identifier.uri | http://hdl.handle.net/2117/81086 |
dc.description | This 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.abstract | The 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.extent | 14 p. |
dc.language.iso | eng |
dc.subject | Àrees temàtiques de la UPC::Enginyeria civil::Infraestructures i modelització dels transports |
dc.subject.lcsh | Bituminous materials--Fatigue |
dc.subject.other | EBADE |
dc.subject.other | binder |
dc.subject.other | bituminous mixtures |
dc.subject.other | asphalt pavement |
dc.subject.other | temperature |
dc.subject.other | UGR-FACT |
dc.subject.other | ASPHALT BINDERS |
dc.subject.other | CRACKING |
dc.subject.other | DAMAGE |
dc.subject.other | MIXES |
dc.title | The influence of temperature on the fatigue behaviour of bituminous materials for pavement rehabilitation |
dc.type | Article |
dc.subject.lemac | Materials bituminosos -- Fatiga |
dc.contributor.group | Universitat Politècnica de Catalunya. MATCAR - Materials de Construcció i Carreteres |
dc.identifier.doi | 10.1080/14680629.2015.1029676 |
dc.description.peerreviewed | Peer Reviewed |
dc.relation.publisherversion | http://www.tandfonline.com/doi/abs/10.1080/14680629.2015.1029676 |
dc.rights.access | Open Access |
local.identifier.drac | 16387157 |
dc.description.version | Postprint (author's final draft) |
local.citation.author | Moreno, F.; Rubio, M.C.; Miro, R.; Perez, F. |
local.citation.publicationName | Road materials and pavement design |
local.citation.volume | 16 |
local.citation.number | Sup. 1 |
local.citation.startingPage | 300 |
local.citation.endingPage | 313 |
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