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...

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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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oai_identifier_str oai:repositorio.uniandes.edu.co:1992/34991
network_acronym_str UNIANDES2
network_name_str Séneca: repositorio Uniandes
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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
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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
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dc.format.extent.es_CO.fl_str_mv 51 hojas
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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
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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