Fatigue behaviour of macrofiber reinforced gap graded asphalt mixtures
- Autores
- Morea, Francisco; Sol Sánchez, Miguel; Moreno Navarro, Fernando; Zerbino, Raúl Luis
- Año de publicación
- 2020
- Idioma
- inglés
- Tipo de recurso
- artículo
- Estado
- versión publicada
- Descripción
- 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.
Facultad de Ingeniería - Materia
-
Ingeniería
Ingeniería en Materiales
Macrofibers
Gap grade asphalt mixture
Fatigue
Rutting
Stiffness - Nivel de accesibilidad
- acceso abierto
- Condiciones de uso
- http://creativecommons.org/licenses/by/4.0/
- Repositorio
- Institución
- Universidad Nacional de La Plata
- OAI Identificador
- oai:sedici.unlp.edu.ar:10915/142453
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Fatigue behaviour of macrofiber reinforced gap graded asphalt mixturesMorea, FranciscoSol Sánchez, MiguelMoreno Navarro, FernandoZerbino, Raúl LuisIngenieríaIngeniería en MaterialesMacrofibersGap grade asphalt mixtureFatigueRuttingStiffnessThe 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.Facultad de Ingeniería2020-08info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersionArticulohttp://purl.org/coar/resource_type/c_6501info:ar-repo/semantics/articuloapplication/pdfhttp://sedici.unlp.edu.ar/handle/10915/142453enginfo:eu-repo/semantics/altIdentifier/issn/1359-5997info:eu-repo/semantics/altIdentifier/issn/1871-6873info:eu-repo/semantics/altIdentifier/doi/10.1617/s11527-020-01511-xinfo:eu-repo/semantics/openAccesshttp://creativecommons.org/licenses/by/4.0/Creative Commons Attribution 4.0 International (CC BY 4.0)reponame:SEDICI (UNLP)instname:Universidad Nacional de La Platainstacron:UNLP2025-09-29T11:32:36Zoai:sedici.unlp.edu.ar:10915/142453Institucionalhttp://sedici.unlp.edu.ar/Universidad públicaNo correspondehttp://sedici.unlp.edu.ar/oai/snrdalira@sedici.unlp.edu.arArgentinaNo correspondeNo correspondeNo correspondeopendoar:13292025-09-29 11:32:37.155SEDICI (UNLP) - Universidad Nacional de La Platafalse |
dc.title.none.fl_str_mv |
Fatigue behaviour of macrofiber reinforced gap graded asphalt mixtures |
title |
Fatigue behaviour of macrofiber reinforced gap graded asphalt mixtures |
spellingShingle |
Fatigue behaviour of macrofiber reinforced gap graded asphalt mixtures Morea, Francisco Ingeniería Ingeniería en Materiales Macrofibers Gap grade asphalt mixture Fatigue Rutting Stiffness |
title_short |
Fatigue behaviour of macrofiber reinforced gap graded asphalt mixtures |
title_full |
Fatigue behaviour of macrofiber reinforced gap graded asphalt mixtures |
title_fullStr |
Fatigue behaviour of macrofiber reinforced gap graded asphalt mixtures |
title_full_unstemmed |
Fatigue behaviour of macrofiber reinforced gap graded asphalt mixtures |
title_sort |
Fatigue behaviour of macrofiber reinforced gap graded asphalt mixtures |
dc.creator.none.fl_str_mv |
Morea, Francisco Sol Sánchez, Miguel Moreno Navarro, Fernando Zerbino, Raúl Luis |
author |
Morea, Francisco |
author_facet |
Morea, Francisco Sol Sánchez, Miguel Moreno Navarro, Fernando Zerbino, Raúl Luis |
author_role |
author |
author2 |
Sol Sánchez, Miguel Moreno Navarro, Fernando Zerbino, Raúl Luis |
author2_role |
author author author |
dc.subject.none.fl_str_mv |
Ingeniería Ingeniería en Materiales Macrofibers Gap grade asphalt mixture Fatigue Rutting Stiffness |
topic |
Ingeniería Ingeniería en Materiales Macrofibers Gap grade asphalt mixture Fatigue Rutting Stiffness |
dc.description.none.fl_txt_mv |
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. Facultad de Ingeniería |
description |
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. |
publishDate |
2020 |
dc.date.none.fl_str_mv |
2020-08 |
dc.type.none.fl_str_mv |
info:eu-repo/semantics/article info:eu-repo/semantics/publishedVersion Articulo http://purl.org/coar/resource_type/c_6501 info:ar-repo/semantics/articulo |
format |
article |
status_str |
publishedVersion |
dc.identifier.none.fl_str_mv |
http://sedici.unlp.edu.ar/handle/10915/142453 |
url |
http://sedici.unlp.edu.ar/handle/10915/142453 |
dc.language.none.fl_str_mv |
eng |
language |
eng |
dc.relation.none.fl_str_mv |
info:eu-repo/semantics/altIdentifier/issn/1359-5997 info:eu-repo/semantics/altIdentifier/issn/1871-6873 info:eu-repo/semantics/altIdentifier/doi/10.1617/s11527-020-01511-x |
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info:eu-repo/semantics/openAccess http://creativecommons.org/licenses/by/4.0/ Creative Commons Attribution 4.0 International (CC BY 4.0) |
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openAccess |
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http://creativecommons.org/licenses/by/4.0/ Creative Commons Attribution 4.0 International (CC BY 4.0) |
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application/pdf |
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SEDICI (UNLP) - Universidad Nacional de La Plata |
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