Experimental study of bituminous mastic behaviour using different fillers based on the UCL method

ABSTRACT: This research demonstrates that the use of suitable amounts of calcium hydroxide as an additive in asphalt mixtures can improve the aggregate-bitumen adhesion, forming a bituminous mixture which is more resistant to traffic loads and the action of water. The analysis was performed using th...

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Autores: Movilla Quesada, Diana, Vega Zamanillo, Angel|||0000-0002-7140-6329, Calzada Pérez, Miguel Ángel|||0000-0001-6528-9392, Castro Fresno, Daniel|||0000-0001-5658-3901
Tipo de recurso: artículo
Fecha de publicación:2013
País:España
Institución:Universidad de Cantabria (UC)
Repositorio:UCrea Repositorio Abierto de la Universidad de Cantabria
Idioma:inglés
OAI Identifier:oai:repositorio.unican.es:10902/22793
Acceso en línea:http://hdl.handle.net/10902/22793
Access Level:acceso abierto
Palabra clave:Bituminous mixture
Filler
Bitumen
UCL method
State curves
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spelling Experimental study of bituminous mastic behaviour using different fillers based on the UCL methodMovilla Quesada, DianaVega Zamanillo, Angel|||0000-0002-7140-6329Calzada Pérez, Miguel Ángel|||0000-0001-6528-9392Castro Fresno, Daniel|||0000-0001-5658-3901Bituminous mixtureFillerBitumenUCL methodState curvesABSTRACT: This research demonstrates that the use of suitable amounts of calcium hydroxide as an additive in asphalt mixtures can improve the aggregate-bitumen adhesion, forming a bituminous mixture which is more resistant to traffic loads and the action of water. The analysis was performed using the UCL method and the Cantabrian Test, taking as a case study three types of filler with different natures, mixed with 4.5% bitumen. The results are presented as state curves, which show clear differences between the three fillers, demonstrating that the hydroxide suffers small wear losses in concentrations close to 1.3%, indicating a significant reduction in the risk of plastic deformation, and an improvement in the mixture durability and/or adhesiveness.Vilnius Gediminas Technical UniversityUniversidad de Cantabria20132013-04-01journal articlehttp://purl.org/coar/resource_type/c_6501NAhttp://purl.org/coar/version/c_be7fb7dd8ff6fe43info:eu-repo/semantics/articlehttp://hdl.handle.net/10902/22793Journal of Civil Engineering and Management, 2013, 19(2), 149-157reponame:UCrea Repositorio Abierto de la Universidad de Cantabriainstname:Universidad de Cantabria (UC)Inglésengopen accesshttp://purl.org/coar/access_right/c_abf2info:eu-repo/semantics/openAccessoai:repositorio.unican.es:10902/227932026-06-02T12:39:31Z
dc.title.none.fl_str_mv Experimental study of bituminous mastic behaviour using different fillers based on the UCL method
title Experimental study of bituminous mastic behaviour using different fillers based on the UCL method
spellingShingle Experimental study of bituminous mastic behaviour using different fillers based on the UCL method
Movilla Quesada, Diana
Bituminous mixture
Filler
Bitumen
UCL method
State curves
title_short Experimental study of bituminous mastic behaviour using different fillers based on the UCL method
title_full Experimental study of bituminous mastic behaviour using different fillers based on the UCL method
title_fullStr Experimental study of bituminous mastic behaviour using different fillers based on the UCL method
title_full_unstemmed Experimental study of bituminous mastic behaviour using different fillers based on the UCL method
title_sort Experimental study of bituminous mastic behaviour using different fillers based on the UCL method
dc.creator.none.fl_str_mv Movilla Quesada, Diana
Vega Zamanillo, Angel|||0000-0002-7140-6329
Calzada Pérez, Miguel Ángel|||0000-0001-6528-9392
Castro Fresno, Daniel|||0000-0001-5658-3901
author Movilla Quesada, Diana
author_facet Movilla Quesada, Diana
Vega Zamanillo, Angel|||0000-0002-7140-6329
Calzada Pérez, Miguel Ángel|||0000-0001-6528-9392
Castro Fresno, Daniel|||0000-0001-5658-3901
author_role author
author2 Vega Zamanillo, Angel|||0000-0002-7140-6329
Calzada Pérez, Miguel Ángel|||0000-0001-6528-9392
Castro Fresno, Daniel|||0000-0001-5658-3901
author2_role author
author
author
dc.contributor.none.fl_str_mv Universidad de Cantabria
dc.subject.none.fl_str_mv Bituminous mixture
Filler
Bitumen
UCL method
State curves
topic Bituminous mixture
Filler
Bitumen
UCL method
State curves
description ABSTRACT: This research demonstrates that the use of suitable amounts of calcium hydroxide as an additive in asphalt mixtures can improve the aggregate-bitumen adhesion, forming a bituminous mixture which is more resistant to traffic loads and the action of water. The analysis was performed using the UCL method and the Cantabrian Test, taking as a case study three types of filler with different natures, mixed with 4.5% bitumen. The results are presented as state curves, which show clear differences between the three fillers, demonstrating that the hydroxide suffers small wear losses in concentrations close to 1.3%, indicating a significant reduction in the risk of plastic deformation, and an improvement in the mixture durability and/or adhesiveness.
publishDate 2013
dc.date.none.fl_str_mv 2013
2013-04-01
dc.type.none.fl_str_mv journal article
http://purl.org/coar/resource_type/c_6501
NA
http://purl.org/coar/version/c_be7fb7dd8ff6fe43
dc.type.openaire.fl_str_mv info:eu-repo/semantics/article
format article
dc.identifier.none.fl_str_mv http://hdl.handle.net/10902/22793
url http://hdl.handle.net/10902/22793
dc.language.none.fl_str_mv Inglés
eng
language_invalid_str_mv Inglés
language eng
dc.rights.none.fl_str_mv open access
http://purl.org/coar/access_right/c_abf2
dc.rights.openaire.fl_str_mv info:eu-repo/semantics/openAccess
rights_invalid_str_mv open access
http://purl.org/coar/access_right/c_abf2
eu_rights_str_mv openAccess
dc.publisher.none.fl_str_mv Vilnius Gediminas Technical University
publisher.none.fl_str_mv Vilnius Gediminas Technical University
dc.source.none.fl_str_mv Journal of Civil Engineering and Management, 2013, 19(2), 149-157
reponame:UCrea Repositorio Abierto de la Universidad de Cantabria
instname:Universidad de Cantabria (UC)
instname_str Universidad de Cantabria (UC)
reponame_str UCrea Repositorio Abierto de la Universidad de Cantabria
collection UCrea Repositorio Abierto de la Universidad de Cantabria
repository.name.fl_str_mv
repository.mail.fl_str_mv
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score 15.300719

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