Asphalt concrete interface with interposition of geosynthetic in pavement restoration

Autores
Delbono, Héctor Luis
Año de publicación
2016
Idioma
inglés
Tipo de recurso
documento de conferencia
Estado
versión publicada
Descripción
On many occasions deteriorated concrete pavement is restored by a layer of asphalt reinforcement. Currently, appropriate intervention is to interpose a geosynthetic delay material known phenomenon reflecting fissures topcoat. The great dilemma is that adhesion is achieved between the materials that make up the pavement. The physical and mechanical properties of a pavement depend on the properties of the constituent materials; therefore, this paper studies the interactions that occur between geosynthetic materials, different structure and chemistry, brought composition between a layer of portland cement concrete and a layer of conventional asphalt mixture, using as a bonding agent bitumen emulsion modified polymer. assays SEM, EDAX of the interface system are performed. Two tests were used to determine the adhesion in the plane of discontinuity between the layers, making a comparison with the standard system, which does not consider the filing of geosynthetic, and another system where the geosynthetic is placed between asphalt layers. It is found that the geosynthetic material has greater affinity with the asphalt layer, showing greater benefit in adherence according to the results achieved. However, it is evident that the geosynthetic generates a detriment in adhesion when compared with the standard system which does not consider the interposition of the material.
Fil: Delbono, Héctor Luis. UTN (Universidad Tecnológica Nacional). LEMaC (Centro de Investigaciones Viales); Argentina
Peer Reviewed
Materia
Interface
Pavement
Concrete
Asphalt
Geosynthetic
Nivel de accesibilidad
acceso abierto
Condiciones de uso
2017-12-01T13:37:25Z
Repositorio
Repositorio Institucional Abierto (UTN)
Institución
Universidad Tecnológica Nacional
OAI Identificador
oai:ria.utn.edu.ar:20.500.12272/2493
Acceder
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network_acronym_str RIAUTN
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network_name_str Repositorio Institucional Abierto (UTN)
spelling Asphalt concrete interface with interposition of geosynthetic in pavement restorationDelbono, Héctor LuisInterfacePavementConcreteAsphaltGeosyntheticOn many occasions deteriorated concrete pavement is restored by a layer of asphalt reinforcement. Currently, appropriate intervention is to interpose a geosynthetic delay material known phenomenon reflecting fissures topcoat. The great dilemma is that adhesion is achieved between the materials that make up the pavement. The physical and mechanical properties of a pavement depend on the properties of the constituent materials; therefore, this paper studies the interactions that occur between geosynthetic materials, different structure and chemistry, brought composition between a layer of portland cement concrete and a layer of conventional asphalt mixture, using as a bonding agent bitumen emulsion modified polymer. assays SEM, EDAX of the interface system are performed. Two tests were used to determine the adhesion in the plane of discontinuity between the layers, making a comparison with the standard system, which does not consider the filing of geosynthetic, and another system where the geosynthetic is placed between asphalt layers. It is found that the geosynthetic material has greater affinity with the asphalt layer, showing greater benefit in adherence according to the results achieved. However, it is evident that the geosynthetic generates a detriment in adhesion when compared with the standard system which does not consider the interposition of the material.Fil: Delbono, Héctor Luis. UTN (Universidad Tecnológica Nacional). LEMaC (Centro de Investigaciones Viales); ArgentinaPeer ReviewedEuropean Advanced Materials Congress2017-12-01T13:37:25Z2017-12-01T13:37:25Z2016-08-23info:eu-repo/semantics/conferenceObjectinfo:eu-repo/semantics/publishedVersiondocunento de conferenciahttp://purl.org/coar/resource_type/c_5794info:ar-repo/semantics/documentoDeConferenciaapplication/pdfapplication/pdfhttp://hdl.handle.net/20.500.12272/2493enginfo:eu-repo/semantics/openAccess2017-12-01T13:37:25ZAtribución (Attribution): En cualquier explotación de la obra autorizada por la licencia será necesario reconocer la autoría (obligatoria en todos los casos). No comercial (Non Commercial): La explotación de la obra queda limitada a usos no comerciales. Sin obras derivadas (No Derivate Works): La autorización para explotar la obra no incluye la posibilidad de crear una obra derivada (traducciones, adaptaciones, etc.). Compartir igual (Share Alike): La explotación autorizada incluye la creación de obras derivadas siempre que se mantenga la misma licencia al ser divulgadas.reponame:Repositorio Institucional Abierto (UTN)instname:Universidad Tecnológica Nacional2026-09-24T12:45:35Zoai:ria.utn.edu.ar:20.500.12272/2493instacron:UTNInstitucionalhttp://ria.utn.edu.ar/Universidad públicaNo correspondehttp://ria.utn.edu.ar/oaigestionria@rec.utn.edu.ar; fsuarez@rec.utn.edu.arArgentinaNo correspondeNo correspondeNo correspondeopendoar:a2026-09-24 12:45:35.562Repositorio Institucional Abierto (UTN) - Universidad Tecnológica Nacionalfalse
dc.title.none.fl_str_mv Asphalt concrete interface with interposition of geosynthetic in pavement restoration
title Asphalt concrete interface with interposition of geosynthetic in pavement restoration
spellingShingle Asphalt concrete interface with interposition of geosynthetic in pavement restoration
Delbono, Héctor Luis
Interface
Pavement
Concrete
Asphalt
Geosynthetic
title_short Asphalt concrete interface with interposition of geosynthetic in pavement restoration
title_full Asphalt concrete interface with interposition of geosynthetic in pavement restoration
title_fullStr Asphalt concrete interface with interposition of geosynthetic in pavement restoration
title_full_unstemmed Asphalt concrete interface with interposition of geosynthetic in pavement restoration
title_sort Asphalt concrete interface with interposition of geosynthetic in pavement restoration
dc.creator.none.fl_str_mv Delbono, Héctor Luis
author Delbono, Héctor Luis
author_facet Delbono, Héctor Luis
author_role author
dc.subject.none.fl_str_mv Interface
Pavement
Concrete
Asphalt
Geosynthetic
topic Interface
Pavement
Concrete
Asphalt
Geosynthetic
dc.description.none.fl_txt_mv On many occasions deteriorated concrete pavement is restored by a layer of asphalt reinforcement. Currently, appropriate intervention is to interpose a geosynthetic delay material known phenomenon reflecting fissures topcoat. The great dilemma is that adhesion is achieved between the materials that make up the pavement. The physical and mechanical properties of a pavement depend on the properties of the constituent materials; therefore, this paper studies the interactions that occur between geosynthetic materials, different structure and chemistry, brought composition between a layer of portland cement concrete and a layer of conventional asphalt mixture, using as a bonding agent bitumen emulsion modified polymer. assays SEM, EDAX of the interface system are performed. Two tests were used to determine the adhesion in the plane of discontinuity between the layers, making a comparison with the standard system, which does not consider the filing of geosynthetic, and another system where the geosynthetic is placed between asphalt layers. It is found that the geosynthetic material has greater affinity with the asphalt layer, showing greater benefit in adherence according to the results achieved. However, it is evident that the geosynthetic generates a detriment in adhesion when compared with the standard system which does not consider the interposition of the material.
Fil: Delbono, Héctor Luis. UTN (Universidad Tecnológica Nacional). LEMaC (Centro de Investigaciones Viales); Argentina
Peer Reviewed
description On many occasions deteriorated concrete pavement is restored by a layer of asphalt reinforcement. Currently, appropriate intervention is to interpose a geosynthetic delay material known phenomenon reflecting fissures topcoat. The great dilemma is that adhesion is achieved between the materials that make up the pavement. The physical and mechanical properties of a pavement depend on the properties of the constituent materials; therefore, this paper studies the interactions that occur between geosynthetic materials, different structure and chemistry, brought composition between a layer of portland cement concrete and a layer of conventional asphalt mixture, using as a bonding agent bitumen emulsion modified polymer. assays SEM, EDAX of the interface system are performed. Two tests were used to determine the adhesion in the plane of discontinuity between the layers, making a comparison with the standard system, which does not consider the filing of geosynthetic, and another system where the geosynthetic is placed between asphalt layers. It is found that the geosynthetic material has greater affinity with the asphalt layer, showing greater benefit in adherence according to the results achieved. However, it is evident that the geosynthetic generates a detriment in adhesion when compared with the standard system which does not consider the interposition of the material.
publishDate 2016
dc.date.none.fl_str_mv 2016-08-23
2017-12-01T13:37:25Z
2017-12-01T13:37:25Z
dc.type.none.fl_str_mv info:eu-repo/semantics/conferenceObject
info:eu-repo/semantics/publishedVersion
docunento de conferencia
http://purl.org/coar/resource_type/c_5794
info:ar-repo/semantics/documentoDeConferencia
format conferenceObject
status_str publishedVersion
dc.identifier.none.fl_str_mv http://hdl.handle.net/20.500.12272/2493
url http://hdl.handle.net/20.500.12272/2493
dc.language.none.fl_str_mv eng
language eng
dc.rights.none.fl_str_mv info:eu-repo/semantics/openAccess
2017-12-01T13:37:25Z
Atribución (Attribution): En cualquier explotación de la obra autorizada por la licencia será necesario reconocer la autoría (obligatoria en todos los casos). No comercial (Non Commercial): La explotación de la obra queda limitada a usos no comerciales. Sin obras derivadas (No Derivate Works): La autorización para explotar la obra no incluye la posibilidad de crear una obra derivada (traducciones, adaptaciones, etc.). Compartir igual (Share Alike): La explotación autorizada incluye la creación de obras derivadas siempre que se mantenga la misma licencia al ser divulgadas.
eu_rights_str_mv openAccess
rights_invalid_str_mv 2017-12-01T13:37:25Z
Atribución (Attribution): En cualquier explotación de la obra autorizada por la licencia será necesario reconocer la autoría (obligatoria en todos los casos). No comercial (Non Commercial): La explotación de la obra queda limitada a usos no comerciales. Sin obras derivadas (No Derivate Works): La autorización para explotar la obra no incluye la posibilidad de crear una obra derivada (traducciones, adaptaciones, etc.). Compartir igual (Share Alike): La explotación autorizada incluye la creación de obras derivadas siempre que se mantenga la misma licencia al ser divulgadas.
dc.format.none.fl_str_mv application/pdf
application/pdf
dc.publisher.none.fl_str_mv European Advanced Materials Congress
publisher.none.fl_str_mv European Advanced Materials Congress
dc.source.none.fl_str_mv reponame:Repositorio Institucional Abierto (UTN)
instname:Universidad Tecnológica Nacional
reponame_str Repositorio Institucional Abierto (UTN)
collection Repositorio Institucional Abierto (UTN)
instname_str Universidad Tecnológica Nacional
repository.name.fl_str_mv Repositorio Institucional Abierto (UTN) - Universidad Tecnológica Nacional
repository.mail.fl_str_mv gestionria@rec.utn.edu.ar; fsuarez@rec.utn.edu.ar
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score 13.24418

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