Evaluation of porous friction courses with highly modified asphalts to reduce raveling
"Porous asphalt courses (PFC) are mixtures with a high air void content (i.e. 18-20% air void content) that are placed as thin layers over the surface of conventional flexible asphalt pavements, with the purpose of improving environmental aspects and enhancing road safety conditions. A main cha...
- Autores:
-
Rivera Torres, Carlos Alberto
- Tipo de recurso:
- Fecha de publicación:
- 2018
- Institución:
- Universidad de los Andes
- Repositorio:
- Séneca: repositorio Uniandes
- Idioma:
- eng
- OAI Identifier:
- oai:repositorio.uniandes.edu.co:1992/34991
- Acceso en línea:
- http://hdl.handle.net/1992/34991
- Palabra clave:
- Asfalto caucho - Investigaciones
Pavimentos de asfalto - Investigaciones
Asfalto - Aditivos - Investigaciones
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 |
Evaluation of porous friction courses with highly modified asphalts to reduce raveling |
title |
Evaluation of porous friction courses with highly modified asphalts to reduce raveling |
spellingShingle |
Evaluation of porous friction courses with highly modified asphalts to reduce raveling Asfalto caucho - Investigaciones Pavimentos de asfalto - Investigaciones Asfalto - Aditivos - Investigaciones Ingeniería |
title_short |
Evaluation of porous friction courses with highly modified asphalts to reduce raveling |
title_full |
Evaluation of porous friction courses with highly modified asphalts to reduce raveling |
title_fullStr |
Evaluation of porous friction courses with highly modified asphalts to reduce raveling |
title_full_unstemmed |
Evaluation of porous friction courses with highly modified asphalts to reduce raveling |
title_sort |
Evaluation of porous friction courses with highly modified asphalts to reduce raveling |
dc.creator.fl_str_mv |
Rivera Torres, Carlos Alberto |
dc.contributor.advisor.none.fl_str_mv |
Arambula, Edith Caro Spinel, Silvia |
dc.contributor.author.none.fl_str_mv |
Rivera Torres, Carlos Alberto |
dc.contributor.jury.none.fl_str_mv |
Caicedo Hormaza, Bernardo |
dc.subject.keyword.es_CO.fl_str_mv |
Asfalto caucho - Investigaciones Pavimentos de asfalto - Investigaciones Asfalto - Aditivos - Investigaciones |
topic |
Asfalto caucho - Investigaciones Pavimentos de asfalto - Investigaciones Asfalto - Aditivos - Investigaciones Ingeniería |
dc.subject.themes.none.fl_str_mv |
Ingeniería |
description |
"Porous asphalt courses (PFC) are mixtures with a high air void content (i.e. 18-20% air void content) that are placed as thin layers over the surface of conventional flexible asphalt pavements, with the purpose of improving environmental aspects and enhancing road safety conditions. A main challenge associated to these mixtures is known as ?raveling? which is the dislodgement of particles from the surface of the structure that reduces their durability. For this reason, polymer modified asphalt (PMA) and asphalt rubber have been used in the fabrication of these mixtures to increase theirs service lives. However, even with the use of these binders PFC mixtures continue presenting short service periods (i.e. usually between 8-12 years). For this reason, polymer highly modified asphalts, also known as HiMA are an alternative to increase the durability of this type of mixtures. The main objectives of this work are to characterize and compare in terms of the asphalt, the mixture and through numerical modeling the durability of PFC mixtures fabricated with HiMA and PMA. The results infer that mixtures with HiMA have an overall better mechanical performance in the long term than mixtures with PMA and, therefore, are expected to present longer disabilities."--Tomado del Formato de Documento de Grado. |
publishDate |
2018 |
dc.date.issued.none.fl_str_mv |
2018 |
dc.date.accessioned.none.fl_str_mv |
2020-06-10T09:30:08Z |
dc.date.available.none.fl_str_mv |
2020-06-10T09:30:08Z |
dc.type.spa.fl_str_mv |
Trabajo de grado - Maestría |
dc.type.coarversion.fl_str_mv |
http://purl.org/coar/version/c_970fb48d4fbd8a85 |
dc.type.driver.spa.fl_str_mv |
info:eu-repo/semantics/masterThesis |
dc.type.content.spa.fl_str_mv |
Text |
dc.type.redcol.spa.fl_str_mv |
http://purl.org/redcol/resource_type/TM |
dc.identifier.uri.none.fl_str_mv |
http://hdl.handle.net/1992/34991 |
dc.identifier.pdf.none.fl_str_mv |
u821094.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/1992/34991 |
identifier_str_mv |
u821094.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 |
51 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 |
Maestría en 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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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_abf2Arambula, Edith1d2c2868-fec9-4cc7-bd7c-898cfeb9e827500Caro Spinel, Silviavirtual::14153-1Rivera Torres, Carlos Alberto2b80bb43-d14e-40b6-8e4c-baaf86e4b801500Caicedo Hormaza, Bernardo2020-06-10T09:30:08Z2020-06-10T09:30:08Z2018http://hdl.handle.net/1992/34991u821094.pdfinstname:Universidad de los Andesreponame:Repositorio Institucional Sénecarepourl:https://repositorio.uniandes.edu.co/"Porous asphalt courses (PFC) are mixtures with a high air void content (i.e. 18-20% air void content) that are placed as thin layers over the surface of conventional flexible asphalt pavements, with the purpose of improving environmental aspects and enhancing road safety conditions. A main challenge associated to these mixtures is known as ?raveling? which is the dislodgement of particles from the surface of the structure that reduces their durability. For this reason, polymer modified asphalt (PMA) and asphalt rubber have been used in the fabrication of these mixtures to increase theirs service lives. However, even with the use of these binders PFC mixtures continue presenting short service periods (i.e. usually between 8-12 years). For this reason, polymer highly modified asphalts, also known as HiMA are an alternative to increase the durability of this type of mixtures. The main objectives of this work are to characterize and compare in terms of the asphalt, the mixture and through numerical modeling the durability of PFC mixtures fabricated with HiMA and PMA. The results infer that mixtures with HiMA have an overall better mechanical performance in the long term than mixtures with PMA and, therefore, are expected to present longer disabilities."--Tomado del Formato de Documento de Grado."Las mezclas asfálticas drenantes son mezclas con un alto contenido de vacíos (i.e. 18-20% contenido de vacíos) que se extienden en capas delgadas sobre la rodadura de pavimentos flexibles convencionales, con el objetivo de mejorar aspectos medioambientales y de seguridad vial. El principal problema asociado a estas mezclas es el desprendimiento de partículas de la superficie, el cual genera problemas de durabilidad. Por esta razón, se han usado asfaltos modificados ya se con polímeros (PMA) o asfalto caucho en la fabricación de estas mezclas para incrementar su durabilidad. Sin embargo, aun con la inclusión de este tipo de asfaltos estas mezclas presentan bajas vidas de servicio (i.e. entre 8-12 años usualmente). Por esta razón, el uso de asfalto altamente modificado con polímeros, también conocido como HiMA por sus siglas en inglés, se presenta como una opción para aumentar la vida útil de estas mezclas. Los principales objetivos de este trabajo son caracterizar y comparar en términos del asfalto, de la mezcla y mediante simulaciones numéricas el uso de asfaltos tipo HiMA y PMA para mezclas drenantes. Los resultados permiten concluir que las mezclas con HiMA presentan mejor desempeño mecánico general en el lago plazo que mezclas con PMA, por lo cual se espera que presenten mayores durabilidades."--Tomado del Formato de Documento de Grado.Magíster en Ingeniería CivilMaestría51 hojasapplication/pdfengUniandesMaestría en Ingeniería CivilFacultad de IngenieríaDepartamento de Ingeniería Civil y Ambientalinstname:Universidad de los Andesreponame:Repositorio Institucional SénecaEvaluation of porous friction courses with highly modified asphalts to reduce ravelingTrabajo de grado - Maestríainfo:eu-repo/semantics/masterThesishttp://purl.org/coar/version/c_970fb48d4fbd8a85Texthttp://purl.org/redcol/resource_type/TMAsfalto caucho - InvestigacionesPavimentos de asfalto - InvestigacionesAsfalto - Aditivos - InvestigacionesIngenieríaPublicationhttps://scholar.google.es/citations?user=t7RUs70AAAAJvirtual::14153-10000-0003-2726-3575virtual::14153-1https://scienti.minciencias.gov.co/cvlac/visualizador/generarCurriculoCv.do?cod_rh=0000250490virtual::14153-1329a9b3d-09fa-4f21-a1cd-3173c3d38137virtual::14153-1329a9b3d-09fa-4f21-a1cd-3173c3d38137virtual::14153-1ORIGINALu821094.pdfapplication/pdf1677091https://repositorio.uniandes.edu.co/bitstreams/375992c6-36b1-4d77-94ad-8e2708512fcb/downloada9f20251e1bddb7c8bc07eda47dc648dMD51TEXTu821094.pdf.txtu821094.pdf.txtExtracted texttext/plain101684https://repositorio.uniandes.edu.co/bitstreams/05c5ff6d-d6f7-4f50-9aa5-b9df3c587436/download51e8ced9a4ed3a7194c9fff87250df2cMD54THUMBNAILu821094.pdf.jpgu821094.pdf.jpgIM Thumbnailimage/jpeg7295https://repositorio.uniandes.edu.co/bitstreams/ca616270-1de0-492c-b6b2-1476bde83ba8/downloadbbfc1989c2ff47f21de32e52ed363d38MD551992/34991oai:repositorio.uniandes.edu.co:1992/349912024-03-13 15:07:34.011https://repositorio.uniandes.edu.co/static/pdf/aceptacion_uso_es.pdfopen.accesshttps://repositorio.uniandes.edu.coRepositorio institucional Sénecaadminrepositorio@uniandes.edu.co |