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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
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