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dc.contributor.author
Morea, Francisco

dc.contributor.author
Zerbino, Raul Luis

dc.date.available
2019-09-09T20:25:28Z
dc.date.issued
2018-06
dc.identifier.citation
Morea, Francisco; Zerbino, Raul Luis; Incorporation of synthetic macrofibres in Warm Mix Asphalt; Lavoisier; Road Materials and Pavement Design; 6-2018; 1-15
dc.identifier.issn
1468-0629
dc.identifier.uri
http://hdl.handle.net/11336/83196
dc.description.abstract
The reinforcement of asphalt concrete with fibres is not a common practice in the pavement field. Although some research papers refer to the use of microfibres, the behaviour of asphalt concrete incorporating macrofibres has not been studied. Warm Mix Asphalt (WMA) is environmentally friendly because it is possible to reduce emissions and fuel consumption. WMA technologies allow the reduction of mixing temperatures. The WMAs performances must be better than or similar to traditional Hot Mix Asphalts (HMAs). This work explores the benefits of incorporating synthetic macrofibres in WMA. Important improvements in rutting performance were observed when comparing to WMA without fibres, outperforming even HMA. Improvements in fracture behaviour at low to medium temperatures represent another benefit of macrofibre incorporation, confirming the advantages of the synergic combination of WMA and synthetic macrofibres.
dc.format
application/pdf
dc.language.iso
eng
dc.publisher
Lavoisier

dc.rights
info:eu-repo/semantics/openAccess
dc.rights.uri
https://creativecommons.org/licenses/by-nc-sa/2.5/ar/
dc.subject
Fibre Reinforced Asphalt Concrete
dc.subject
Fracture
dc.subject
Rutting
dc.subject
Synthetic Macrofibres
dc.subject
Warm Mix Asphalt
dc.subject.classification
Ingeniería Civil

dc.subject.classification
Ingeniería Civil

dc.subject.classification
INGENIERÍAS Y TECNOLOGÍAS

dc.title
Incorporation of synthetic macrofibres in Warm Mix Asphalt
dc.type
info:eu-repo/semantics/article
dc.type
info:ar-repo/semantics/artículo
dc.type
info:eu-repo/semantics/publishedVersion
dc.date.updated
2019-08-08T16:12:40Z
dc.identifier.eissn
2164-7402
dc.journal.pagination
1-15
dc.journal.pais
Reino Unido

dc.journal.ciudad
Londres
dc.description.fil
Fil: Morea, Francisco. Consejo Nacional de Investigaciones Científicas y Técnicas. Centro Científico Tecnológico Conicet - La Plata; Argentina. Provincia de Buenos Aires. Gobernación. Comisión de Investigaciones Científicas. Laboratorio de Entrenamiento Multidisciplinario para la Investigación Tecnológica; Argentina
dc.description.fil
Fil: Zerbino, Raul Luis. Consejo Nacional de Investigaciones Científicas y Técnicas. Centro Científico Tecnológico Conicet - La Plata; Argentina. Provincia de Buenos Aires. Gobernación. Comisión de Investigaciones Científicas. Laboratorio de Entrenamiento Multidisciplinario para la Investigación Tecnológica; Argentina
dc.journal.title
Road Materials and Pavement Design

dc.relation.alternativeid
info:eu-repo/semantics/altIdentifier/doi/http://dx.doi.org/10.1080/14680629.2018.1487874
dc.relation.alternativeid
info:eu-repo/semantics/altIdentifier/url/https://www.tandfonline.com/doi/full/10.1080/14680629.2018.1487874
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