Asphalt toughness effect on bituminous mixture fatigue behavior

One of the most important parameters to define bituminous mixture behavior in service is the toughness that the bitumen provides when binding the aggregate particles; that is; the dissipated energy during the materials fracture process. The greater the dissipated energy in fracture, the better the b...

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Detalles Bibliográficos
Autores: Noguera, Alfredo H., Miró Recasens, José Rodrigo|||0000-0003-2843-6626
Tipo de recurso: artículo
Fecha de publicación:2011
País:España
Institución:Universitat Politècnica de Catalunya (UPC)
Repositorio:UPCommons. Portal del coneixement obert de la UPC
Idioma:español
inglés
OAI Identifier:oai:upcommons.upc.edu:2117/107615
Acceso en línea:https://hdl.handle.net/2117/107615
https://dx.doi.org/10.4067/S0718-50732011000200006
Access Level:acceso abierto
Palabra clave:Asphalt--Fatigue
Aggregates
Bitumen
Bituminous mixture
Fatigue
Tenacity
Asfalt -- Proves
Àrees temàtiques de la UPC::Enginyeria civil::Infraestructures i modelització dels transports::Transport per carretera
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repository_id_str
spelling Asphalt toughness effect on bituminous mixture fatigue behaviorNoguera, Alfredo H.Miró Recasens, José Rodrigo|||0000-0003-2843-6626Asphalt--FatigueAggregatesBitumenBituminous mixtureFatigueTenacityAsfalt -- ProvesÀrees temàtiques de la UPC::Enginyeria civil::Infraestructures i modelització dels transports::Transport per carreteraOne of the most important parameters to define bituminous mixture behavior in service is the toughness that the bitumen provides when binding the aggregate particles; that is; the dissipated energy during the materials fracture process. The greater the dissipated energy in fracture, the better the bituminous mixture quality is. Hence, a relationship will have to exist if the toughness is removed during one load cycle (direct tension) or during many cycles along time (fatigue). The purpose of this study is to determinate relationships between the toughness of different bitumens and the fatigue behavior of their corresponding bituminous mixtures, for which, the toughness has been obtained by means of direct tension test and has been compared with the value of the fatigue law and dissipated energy obtained by fatigue bending test. Results showed that, this study expect to give important means for further research to predict fatigue life from a static test.Peer ReviewedPontificia Universidad Católica de Chile20112011-08-0120172017-09-13journal articlehttp://purl.org/coar/resource_type/c_6501VoRhttp://purl.org/coar/version/c_970fb48d4fbd8a85info:eu-repo/semantics/articleapplication/pdfhttps://hdl.handle.net/2117/107615https://dx.doi.org/10.4067/S0718-50732011000200006reponame:UPCommons. Portal del coneixement obert de la UPCinstname:Universitat Politècnica de Catalunya (UPC)EspañolspaInglésengopen accesshttp://purl.org/coar/access_right/c_abf2Attribution-NonCommercial 3.0 Spainhttp://creativecommons.org/licenses/by-nc/3.0/es/info:eu-repo/semantics/openAccessoai:upcommons.upc.edu:2117/1076152026-05-27T15:37:01Z
dc.title.none.fl_str_mv Asphalt toughness effect on bituminous mixture fatigue behavior
title Asphalt toughness effect on bituminous mixture fatigue behavior
spellingShingle Asphalt toughness effect on bituminous mixture fatigue behavior
Noguera, Alfredo H.
Asphalt--Fatigue
Aggregates
Bitumen
Bituminous mixture
Fatigue
Tenacity
Asfalt -- Proves
Àrees temàtiques de la UPC::Enginyeria civil::Infraestructures i modelització dels transports::Transport per carretera
title_short Asphalt toughness effect on bituminous mixture fatigue behavior
title_full Asphalt toughness effect on bituminous mixture fatigue behavior
title_fullStr Asphalt toughness effect on bituminous mixture fatigue behavior
title_full_unstemmed Asphalt toughness effect on bituminous mixture fatigue behavior
title_sort Asphalt toughness effect on bituminous mixture fatigue behavior
dc.creator.none.fl_str_mv Noguera, Alfredo H.
Miró Recasens, José Rodrigo|||0000-0003-2843-6626
author Noguera, Alfredo H.
author_facet Noguera, Alfredo H.
Miró Recasens, José Rodrigo|||0000-0003-2843-6626
author_role author
author2 Miró Recasens, José Rodrigo|||0000-0003-2843-6626
author2_role author
dc.subject.none.fl_str_mv Asphalt--Fatigue
Aggregates
Bitumen
Bituminous mixture
Fatigue
Tenacity
Asfalt -- Proves
Àrees temàtiques de la UPC::Enginyeria civil::Infraestructures i modelització dels transports::Transport per carretera
topic Asphalt--Fatigue
Aggregates
Bitumen
Bituminous mixture
Fatigue
Tenacity
Asfalt -- Proves
Àrees temàtiques de la UPC::Enginyeria civil::Infraestructures i modelització dels transports::Transport per carretera
description One of the most important parameters to define bituminous mixture behavior in service is the toughness that the bitumen provides when binding the aggregate particles; that is; the dissipated energy during the materials fracture process. The greater the dissipated energy in fracture, the better the bituminous mixture quality is. Hence, a relationship will have to exist if the toughness is removed during one load cycle (direct tension) or during many cycles along time (fatigue). The purpose of this study is to determinate relationships between the toughness of different bitumens and the fatigue behavior of their corresponding bituminous mixtures, for which, the toughness has been obtained by means of direct tension test and has been compared with the value of the fatigue law and dissipated energy obtained by fatigue bending test. Results showed that, this study expect to give important means for further research to predict fatigue life from a static test.
publishDate 2011
dc.date.none.fl_str_mv 2011
2011-08-01
2017
2017-09-13
dc.type.none.fl_str_mv journal article
http://purl.org/coar/resource_type/c_6501
VoR
http://purl.org/coar/version/c_970fb48d4fbd8a85
dc.type.openaire.fl_str_mv info:eu-repo/semantics/article
format article
dc.identifier.none.fl_str_mv https://hdl.handle.net/2117/107615
https://dx.doi.org/10.4067/S0718-50732011000200006
url https://hdl.handle.net/2117/107615
https://dx.doi.org/10.4067/S0718-50732011000200006
dc.language.none.fl_str_mv Español
spa
Inglés
eng
language_invalid_str_mv Español
Inglés
language spa
eng
dc.rights.none.fl_str_mv open access
http://purl.org/coar/access_right/c_abf2
Attribution-NonCommercial 3.0 Spain
http://creativecommons.org/licenses/by-nc/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
Attribution-NonCommercial 3.0 Spain
http://creativecommons.org/licenses/by-nc/3.0/es/
eu_rights_str_mv openAccess
dc.format.none.fl_str_mv application/pdf
dc.publisher.none.fl_str_mv Pontificia Universidad Católica de Chile
publisher.none.fl_str_mv Pontificia Universidad Católica de Chile
dc.source.none.fl_str_mv reponame:UPCommons. Portal del coneixement obert de la UPC
instname:Universitat Politècnica de Catalunya (UPC)
instname_str Universitat Politècnica de Catalunya (UPC)
reponame_str UPCommons. Portal del coneixement obert de la UPC
collection UPCommons. Portal del coneixement obert de la UPC
repository.name.fl_str_mv
repository.mail.fl_str_mv
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score 15,300724

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