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dc.contributor.author
Morea, Francisco  
dc.contributor.author
Sol Sanchez, Miguel  
dc.contributor.author
Moreno Navarro, Fernando  
dc.contributor.author
Zerbino, Raul Luis  
dc.date.available
2021-07-21T18:16:40Z  
dc.date.issued
2020-08-26  
dc.identifier.citation
Morea, Francisco; Sol Sanchez, Miguel; Moreno Navarro, Fernando; Zerbino, Raul Luis; Fatigue behaviour of macrofiber reinforced gap graded asphalt mixtures; Springer; Materials And Structures; 53; 4; 26-8-2020; 1-11  
dc.identifier.issn
1359-5997  
dc.identifier.uri
http://hdl.handle.net/11336/136602  
dc.description.abstract
The addition of fibres to reinforce asphalt mixtures is a prospective field for pavement engineering, where the use of glass or synthetic macrofibers could potentially help not only as reinforcement for new asphalt mixtures, but also as part of asphalt overlays applied on deteriorated pavements to diminish reflective cracking during maintenance operations. In recent studies, it has been found that the addition of macrofibres can improve the rutting and fracture resistance of asphalt mixtures. However, the response of these mixtures to fatigue has not been studied yet. In this study, a complete performance characterization of a gap graded asphalt mixture with the addition of glass and synthetic macrofibres was studied. Also, a reference asphalt mixture without macrofibres was provided for comparison. Results showed that the addition of macrofibres improves water sensibility, rutting performance and stiffness of the gap grade asphalt mixtures studied. Also, it was observed during the fatigue tests that the incorporation of both types of macrofibres greatly improved the durability of the mixtures to fatigue cracking at medium range temperatures. This improved fatigue behaviour correlates to an extended useful life for the fibre reinforced asphalt mixtures. The synthetic macrofibres showed better fatigue behaviour at lower temperatures, while glass macrofibres gave a better response at the higher temperature studied.  
dc.format
application/pdf  
dc.language.iso
eng  
dc.publisher
Springer  
dc.rights
info:eu-repo/semantics/restrictedAccess  
dc.rights.uri
https://creativecommons.org/licenses/by-nc-sa/2.5/ar/  
dc.subject
FATIGUE  
dc.subject
GAP GRADE ASPHALT MIXTURE  
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MACROFIBERS  
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RUTTING  
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STIFFNESS  
dc.subject.classification
Ingeniería Civil  
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Ingeniería Civil  
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INGENIERÍAS Y TECNOLOGÍAS  
dc.title
Fatigue behaviour of macrofiber reinforced gap graded asphalt mixtures  
dc.type
info:eu-repo/semantics/article  
dc.type
info:ar-repo/semantics/artículo  
dc.type
info:eu-repo/semantics/publishedVersion  
dc.date.updated
2021-07-15T12:25:29Z  
dc.identifier.eissn
1871-6873  
dc.journal.volume
53  
dc.journal.number
4  
dc.journal.pagination
1-11  
dc.journal.pais
Alemania  
dc.journal.ciudad
Berlín  
dc.description.fil
Fil: Morea, Francisco. Consejo Nacional de Investigaciones Científicas y Técnicas. Centro Científico Tecnológico Conicet - La Plata; Argentina. Universidad Nacional de La Plata. Facultad de Ingeniería. Departamento de Construcciones; Argentina  
dc.description.fil
Fil: Sol Sanchez, Miguel. Universidad de Granada; España  
dc.description.fil
Fil: Moreno Navarro, Fernando. Universidad de Granada; España  
dc.description.fil
Fil: Zerbino, Raul Luis. Universidad Nacional de La Plata. Facultad de Ingeniería. Departamento de Construcciones; Argentina. Consejo Nacional de Investigaciones Científicas y Técnicas. Centro Científico Tecnológico Conicet - La Plata; Argentina  
dc.journal.title
Materials And Structures  
dc.relation.alternativeid
info:eu-repo/semantics/altIdentifier/url/http://link.springer.com/10.1617/s11527-020-01511-x  
dc.relation.alternativeid
info:eu-repo/semantics/altIdentifier/doi/http://dx.doi.org/10.1617/s11527-020-01511-x