Test methods and influential factors for analysis of bonding between bituminous pavement layers

The durability and maintenance of pavements depend on several factors. One of the most influential is the bond between layers. This bond is responsible for ensuring all layers behave as a single entity, reducing cracks and deformation of the pavement. Several methods, developed by different authors...

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Autores: Raposeiras Ramos, Aitor Cristian, Castro Fresno, Daniel|||0000-0001-5658-3901, Vega Zamanillo, Angel|||0000-0002-7140-6329, Rodríguez Hernández, Jorge|||0000-0003-1596-4024
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:10902/7143
Acceso en línea:http://hdl.handle.net/10902/7143
Access Level:acceso abierto
Palabra clave:Tack coat
Bituminous pavement
Bond strength
Asphalt layer
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spelling Test methods and influential factors for analysis of bonding between bituminous pavement layersRaposeiras Ramos, Aitor CristianCastro Fresno, Daniel|||0000-0001-5658-3901Vega Zamanillo, Angel|||0000-0002-7140-6329Rodríguez Hernández, Jorge|||0000-0003-1596-4024Tack coatBituminous pavementBond strengthAsphalt layerThe durability and maintenance of pavements depend on several factors. One of the most influential is the bond between layers. This bond is responsible for ensuring all layers behave as a single entity, reducing cracks and deformation of the pavement. Several methods, developed by different authors over the past 30 years, to measure bonding between layers are analyzed in this paper. Different research lines are discussed, concluding that the most influential variables are: tack coat type, dosage, mixture type, surface characteristics, temperature, and emulsion breaking time. In order to reach the highest bond strength values, the following factors should be considered: high values of surface macro-texture, low temperatures, the use of heat-adhesive emulsion, a dosage from 300 to 450 g/m2 of residual bitumen and the compaction after emulsion break. Moreover, a non-destructive test method to assess tack coat dosage on site is proposed.ElsevierUniversidad de Cantabria20132013-01-01journal articlehttp://purl.org/coar/resource_type/c_6501NAhttp://purl.org/coar/version/c_be7fb7dd8ff6fe43info:eu-repo/semantics/articlehttp://hdl.handle.net/10902/7143Construction and building materials, 2013, 43, 372-381reponame:UCrea Repositorio Abierto de la Universidad de Cantabriainstname:Universidad de Cantabria (UC)Inglésengopen accesshttp://purl.org/coar/access_right/c_abf2Atribución-NoComercial-SinDerivadas 3.0 Españahttp://creativecommons.org/licenses/by-nc-nd/3.0/es/info:eu-repo/semantics/openAccessoai:repositorio.unican.es:10902/71432026-06-02T12:39:31Z
dc.title.none.fl_str_mv Test methods and influential factors for analysis of bonding between bituminous pavement layers
title Test methods and influential factors for analysis of bonding between bituminous pavement layers
spellingShingle Test methods and influential factors for analysis of bonding between bituminous pavement layers
Raposeiras Ramos, Aitor Cristian
Tack coat
Bituminous pavement
Bond strength
Asphalt layer
title_short Test methods and influential factors for analysis of bonding between bituminous pavement layers
title_full Test methods and influential factors for analysis of bonding between bituminous pavement layers
title_fullStr Test methods and influential factors for analysis of bonding between bituminous pavement layers
title_full_unstemmed Test methods and influential factors for analysis of bonding between bituminous pavement layers
title_sort Test methods and influential factors for analysis of bonding between bituminous pavement layers
dc.creator.none.fl_str_mv Raposeiras Ramos, Aitor Cristian
Castro Fresno, Daniel|||0000-0001-5658-3901
Vega Zamanillo, Angel|||0000-0002-7140-6329
Rodríguez Hernández, Jorge|||0000-0003-1596-4024
author Raposeiras Ramos, Aitor Cristian
author_facet Raposeiras Ramos, Aitor Cristian
Castro Fresno, Daniel|||0000-0001-5658-3901
Vega Zamanillo, Angel|||0000-0002-7140-6329
Rodríguez Hernández, Jorge|||0000-0003-1596-4024
author_role author
author2 Castro Fresno, Daniel|||0000-0001-5658-3901
Vega Zamanillo, Angel|||0000-0002-7140-6329
Rodríguez Hernández, Jorge|||0000-0003-1596-4024
author2_role author
author
author
dc.contributor.none.fl_str_mv Universidad de Cantabria
dc.subject.none.fl_str_mv Tack coat
Bituminous pavement
Bond strength
Asphalt layer
topic Tack coat
Bituminous pavement
Bond strength
Asphalt layer
description The durability and maintenance of pavements depend on several factors. One of the most influential is the bond between layers. This bond is responsible for ensuring all layers behave as a single entity, reducing cracks and deformation of the pavement. Several methods, developed by different authors over the past 30 years, to measure bonding between layers are analyzed in this paper. Different research lines are discussed, concluding that the most influential variables are: tack coat type, dosage, mixture type, surface characteristics, temperature, and emulsion breaking time. In order to reach the highest bond strength values, the following factors should be considered: high values of surface macro-texture, low temperatures, the use of heat-adhesive emulsion, a dosage from 300 to 450 g/m2 of residual bitumen and the compaction after emulsion break. Moreover, a non-destructive test method to assess tack coat dosage on site is proposed.
publishDate 2013
dc.date.none.fl_str_mv 2013
2013-01-01
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/10902/7143
url http://hdl.handle.net/10902/7143
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
Atribución-NoComercial-SinDerivadas 3.0 España
http://creativecommons.org/licenses/by-nc-nd/3.0/es/
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
Atribución-NoComercial-SinDerivadas 3.0 España
http://creativecommons.org/licenses/by-nc-nd/3.0/es/
eu_rights_str_mv openAccess
dc.publisher.none.fl_str_mv Elsevier
publisher.none.fl_str_mv Elsevier
dc.source.none.fl_str_mv Construction and building materials, 2013, 43, 372-381
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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