Influence in the fracture resistance of HMA when varying recycled content and air voids
Reclaimed Asphalt Pavement (RAP) is a material that is milled of existing aged asphalt pavements. It is used as an alternative methodology to reduce the amount of energy required to produce Hot Mixed Asphalts (HMA), minimize pollutants and the use of natural resources like aggregates and crude oil....
- Autores:
-
Espitia Daza, Paula Andrea
- Tipo de recurso:
- Trabajo de grado de pregrado
- Fecha de publicación:
- 2017
- Institución:
- Universidad de los Andes
- Repositorio:
- Séneca: repositorio Uniandes
- Idioma:
- eng
- OAI Identifier:
- oai:repositorio.uniandes.edu.co:1992/39797
- Acceso en línea:
- http://hdl.handle.net/1992/39797
- Palabra clave:
- Reciclaje de pavimentos
Pavimentos de asfalto
Pavimentos
Ingeniería
- Rights
- openAccess
- License
- https://repositorio.uniandes.edu.co/static/pdf/aceptacion_uso_es.pdf
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dc.title.es_CO.fl_str_mv |
Influence in the fracture resistance of HMA when varying recycled content and air voids |
title |
Influence in the fracture resistance of HMA when varying recycled content and air voids |
spellingShingle |
Influence in the fracture resistance of HMA when varying recycled content and air voids Reciclaje de pavimentos Pavimentos de asfalto Pavimentos Ingeniería |
title_short |
Influence in the fracture resistance of HMA when varying recycled content and air voids |
title_full |
Influence in the fracture resistance of HMA when varying recycled content and air voids |
title_fullStr |
Influence in the fracture resistance of HMA when varying recycled content and air voids |
title_full_unstemmed |
Influence in the fracture resistance of HMA when varying recycled content and air voids |
title_sort |
Influence in the fracture resistance of HMA when varying recycled content and air voids |
dc.creator.fl_str_mv |
Espitia Daza, Paula Andrea |
dc.contributor.advisor.none.fl_str_mv |
Wills Sanín, Jaime |
dc.contributor.author.none.fl_str_mv |
Espitia Daza, Paula Andrea |
dc.subject.keyword.es_CO.fl_str_mv |
Reciclaje de pavimentos Pavimentos de asfalto Pavimentos |
topic |
Reciclaje de pavimentos Pavimentos de asfalto Pavimentos Ingeniería |
dc.subject.themes.none.fl_str_mv |
Ingeniería |
description |
Reclaimed Asphalt Pavement (RAP) is a material that is milled of existing aged asphalt pavements. It is used as an alternative methodology to reduce the amount of energy required to produce Hot Mixed Asphalts (HMA), minimize pollutants and the use of natural resources like aggregates and crude oil. However, it exists a concern due to the variability of RAP mainly in the long-term pavement performance. For this reason, it is important to determine the fracture characteristics of asphalt mixtures and the influence of varying the air voids and the recycled content as these parameters vary the mechanical behavior of mixes. This paper consists on obtaining the cracking resistance in terms of fracture energy, peak load and fracture toughness when varying the air voids (4±1% AV and 8±1% AV) and the recycled content (0% and 30% RAP). To assess the effect of the recycled content and the air voids the samples were evaluated using SCB test. The results showed that mixes containing RAP had higher peak loads, fracture toughness and work of fracture for both AV content. However, regarding fracture energy, there was a notable difference on RAP mixes and control mixes due to the methodology used to obtain the ligament area |
publishDate |
2017 |
dc.date.issued.none.fl_str_mv |
2017 |
dc.date.accessioned.none.fl_str_mv |
2020-06-10T16:32:46Z |
dc.date.available.none.fl_str_mv |
2020-06-10T16:32:46Z |
dc.type.spa.fl_str_mv |
Trabajo de grado - Pregrado |
dc.type.coarversion.fl_str_mv |
http://purl.org/coar/version/c_970fb48d4fbd8a85 |
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info:eu-repo/semantics/bachelorThesis |
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http://purl.org/coar/resource_type/c_7a1f |
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Text |
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http://purl.org/redcol/resource_type/TP |
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http://purl.org/coar/resource_type/c_7a1f |
dc.identifier.uri.none.fl_str_mv |
http://hdl.handle.net/1992/39797 |
dc.identifier.pdf.none.fl_str_mv |
u807213.pdf |
dc.identifier.instname.spa.fl_str_mv |
instname:Universidad de los Andes |
dc.identifier.reponame.spa.fl_str_mv |
reponame:Repositorio Institucional Séneca |
dc.identifier.repourl.spa.fl_str_mv |
repourl:https://repositorio.uniandes.edu.co/ |
url |
http://hdl.handle.net/1992/39797 |
identifier_str_mv |
u807213.pdf instname:Universidad de los Andes reponame:Repositorio Institucional Séneca repourl:https://repositorio.uniandes.edu.co/ |
dc.language.iso.es_CO.fl_str_mv |
eng |
language |
eng |
dc.rights.uri.*.fl_str_mv |
https://repositorio.uniandes.edu.co/static/pdf/aceptacion_uso_es.pdf |
dc.rights.accessrights.spa.fl_str_mv |
info:eu-repo/semantics/openAccess |
dc.rights.coar.spa.fl_str_mv |
http://purl.org/coar/access_right/c_abf2 |
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https://repositorio.uniandes.edu.co/static/pdf/aceptacion_uso_es.pdf http://purl.org/coar/access_right/c_abf2 |
eu_rights_str_mv |
openAccess |
dc.format.extent.es_CO.fl_str_mv |
10 hojas |
dc.format.mimetype.es_CO.fl_str_mv |
application/pdf |
dc.publisher.es_CO.fl_str_mv |
Uniandes |
dc.publisher.program.es_CO.fl_str_mv |
Ingeniería Civil |
dc.publisher.faculty.es_CO.fl_str_mv |
Facultad de Ingeniería |
dc.publisher.department.es_CO.fl_str_mv |
Departamento de Ingeniería Civil y Ambiental |
dc.source.es_CO.fl_str_mv |
instname:Universidad de los Andes reponame:Repositorio Institucional Séneca |
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Universidad de los Andes |
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Universidad de los Andes |
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Repositorio Institucional Séneca |
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Repositorio Institucional Séneca |
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spelling |
Al consultar y hacer uso de este recurso, está aceptando las condiciones de uso establecidas por los autores.https://repositorio.uniandes.edu.co/static/pdf/aceptacion_uso_es.pdfinfo:eu-repo/semantics/openAccesshttp://purl.org/coar/access_right/c_abf2Wills Sanín, Jaime2cd9c607-40c2-4047-b6f2-6795fd1a6dd0500Espitia Daza, Paula Andrea9c77d12a-7dda-44a7-acb5-7a3a48fb6d465002020-06-10T16:32:46Z2020-06-10T16:32:46Z2017http://hdl.handle.net/1992/39797u807213.pdfinstname:Universidad de los Andesreponame:Repositorio Institucional Sénecarepourl:https://repositorio.uniandes.edu.co/Reclaimed Asphalt Pavement (RAP) is a material that is milled of existing aged asphalt pavements. It is used as an alternative methodology to reduce the amount of energy required to produce Hot Mixed Asphalts (HMA), minimize pollutants and the use of natural resources like aggregates and crude oil. However, it exists a concern due to the variability of RAP mainly in the long-term pavement performance. For this reason, it is important to determine the fracture characteristics of asphalt mixtures and the influence of varying the air voids and the recycled content as these parameters vary the mechanical behavior of mixes. This paper consists on obtaining the cracking resistance in terms of fracture energy, peak load and fracture toughness when varying the air voids (4±1% AV and 8±1% AV) and the recycled content (0% and 30% RAP). To assess the effect of the recycled content and the air voids the samples were evaluated using SCB test. The results showed that mixes containing RAP had higher peak loads, fracture toughness and work of fracture for both AV content. However, regarding fracture energy, there was a notable difference on RAP mixes and control mixes due to the methodology used to obtain the ligament area"El pavimento asfáltico recuperado (RAP) es un material que se obtiene de la molienda de pavimentos asfálticos envejecidos existentes. Este se utiliza como una metodología alternativa para reducir la cantidad de energía requerida para producir mezclas asfálticas en caliente (HMA), minimizar los contaminantes y el uso de recursos naturales como agregados y petróleo. Sin embargo, existe una preocupación debido a la variabilidad del RAP principalmente en el rendimiento del pavimento a largo plazo. Por esta razón, es importante determinar las características de fractura de las mezclas asfálticas y la influencia de la variación del porcentaje de vacíos y el contenido reciclado, ya que estos parámetros varían el comportamiento mecánico de las mezclas. Este trabajo consiste en obtener la resistencia al agrietamiento en términos de energía de fractura, carga máxima y resistencia a la fractura al variar el porcentaje de vacíos (4±1% AV y 8±1% AV) y el contenido reciclado (0% y 30% RAP). Para evaluar el efecto del contenido reciclado y el porcentaje de vacíos, las muestras se evaluaron usando el ensayo SCB. Los resultados mostraron que las mezclas que contenían RAP tenían cargas máximas más altas, tenacidad a la fractura y trabajo de fractura para ambos contenidos AV. Sin embargo, con respecto a la energía de fractura, hubo una diferencia notable entre las mezclas de RAP y las mezclas control debido a la metodología utilizada para obtener el área del ligamento."--Tomado del Formato de Documento de GradoIngeniero CivilPregrado10 hojasapplication/pdfengUniandesIngeniería CivilFacultad de IngenieríaDepartamento de Ingeniería Civil y Ambientalinstname:Universidad de los Andesreponame:Repositorio Institucional SénecaInfluence in the fracture resistance of HMA when varying recycled content and air voidsTrabajo de grado - Pregradoinfo:eu-repo/semantics/bachelorThesishttp://purl.org/coar/resource_type/c_7a1fhttp://purl.org/coar/version/c_970fb48d4fbd8a85Texthttp://purl.org/redcol/resource_type/TPReciclaje de pavimentosPavimentos de asfaltoPavimentosIngenieríaPublicationTHUMBNAILu807213.pdf.jpgu807213.pdf.jpgIM Thumbnailimage/jpeg29817https://repositorio.uniandes.edu.co/bitstreams/f5814cf3-2ce5-4e3b-b1e0-2310b23e257b/downloadd67db0138136bf40f39395577ac9622bMD55ORIGINALu807213.pdfapplication/pdf1509658https://repositorio.uniandes.edu.co/bitstreams/b960c357-bf84-4e45-a548-4d4dcc5b1f9a/downloadb5047f6447fcc87612ac0d0e2727757fMD51TEXTu807213.pdf.txtu807213.pdf.txtExtracted texttext/plain25032https://repositorio.uniandes.edu.co/bitstreams/2fff4028-d92b-4629-9d0d-9db3389e0a3e/download8ebd9268bcef24286d47f83f8b47057aMD541992/39797oai:repositorio.uniandes.edu.co:1992/397972023-10-10 15:18:44.811https://repositorio.uniandes.edu.co/static/pdf/aceptacion_uso_es.pdfopen.accesshttps://repositorio.uniandes.edu.coRepositorio institucional Sénecaadminrepositorio@uniandes.edu.co |