Using the astm e 274 skid trailer data to characterize pavement friction behavior with respect to the traveling speed and the wheel slip ratio

Knowing the 3-D behavior of friction coefficient (µ) vs. traveling speed (v) and wheel slip ratio (s) on runway and highway pavements can facilitate the modern pavement engineers’ job to a great extent. However, current methodology is limited to measuring µ at desired v and predicting it at differen...

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Autores:
Fuentes Pumarejo, Luis Guillermo
Rajapakshe, Madhura
Gunaratne, Manjriker
Tipo de recurso:
Article of journal
Fecha de publicación:
2012
Institución:
Universidad Nacional de Colombia
Repositorio:
Universidad Nacional de Colombia
Idioma:
spa
OAI Identifier:
oai:repositorio.unal.edu.co:unal/39513
Acceso en línea:
https://repositorio.unal.edu.co/handle/unal/39513
http://bdigital.unal.edu.co/29610/
Palabra clave:
Friction
Slip Ratio
Macrotexture
Coefficient of Friction
Locked Wheel Skid Trailer
Rights
openAccess
License
Atribución-NoComercial 4.0 Internacional
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spelling Atribución-NoComercial 4.0 InternacionalDerechos reservados - Universidad Nacional de Colombiahttp://creativecommons.org/licenses/by-nc/4.0/info:eu-repo/semantics/openAccesshttp://purl.org/coar/access_right/c_abf2Fuentes Pumarejo, Luis Guillermo0d928c7f-6f8b-4c95-a8e8-0b289a0a6905300Rajapakshe, Madhuraca3f7157-61b9-47e2-91de-5fdfc38b64d4300Gunaratne, Manjrikeref1d6ac6-e4f4-4011-af69-213268d047083002019-06-28T03:59:32Z2019-06-28T03:59:32Z2012https://repositorio.unal.edu.co/handle/unal/39513http://bdigital.unal.edu.co/29610/Knowing the 3-D behavior of friction coefficient (µ) vs. traveling speed (v) and wheel slip ratio (s) on runway and highway pavements can facilitate the modern pavement engineers’ job to a great extent. However, current methodology is limited to measuring µ at desired v and predicting it at different s values (at the same measured v) using 2-dimensional models. The paper presents a study carried out with friction data collected using Locked Wheel Skid Trailer (LWST) (ASTM E 274 Standard Test Method), to obtain the 3-D behavior of µ vs. v and s. An available 3-D friction model which is a combination of two well known 2-D friction models; Pennsylvania State University (PSU) model and Rado model, was used with LWST data collected in a field test on a wet asphalt pavement. The findings suggest that this method can provide reasonable predictions of µ for pavement management purposes.application/pdfspaUniversidad Nacional de Colombia Sede Medellínhttp://revistas.unal.edu.co/index.php/dyna/article/view/28148Universidad Nacional de Colombia Revistas electrónicas UN DynaDynaDyna; Vol. 79, núm. 176 (2012); 130-138 DYNA; Vol. 79, núm. 176 (2012); 130-138 2346-2183 0012-7353Fuentes Pumarejo, Luis Guillermo and Rajapakshe, Madhura and Gunaratne, Manjriker (2012) Using the astm e 274 skid trailer data to characterize pavement friction behavior with respect to the traveling speed and the wheel slip ratio. Dyna; Vol. 79, núm. 176 (2012); 130-138 DYNA; Vol. 79, núm. 176 (2012); 130-138 2346-2183 0012-7353 .Using the astm e 274 skid trailer data to characterize pavement friction behavior with respect to the traveling speed and the wheel slip ratioArtículo de revistainfo:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersionhttp://purl.org/coar/resource_type/c_6501http://purl.org/coar/resource_type/c_2df8fbb1http://purl.org/coar/version/c_970fb48d4fbd8a85Texthttp://purl.org/redcol/resource_type/ARTFrictionSlip RatioMacrotextureCoefficient of FrictionLocked Wheel Skid TrailerORIGINAL28148-151106-1-PB.pdfapplication/pdf1778767https://repositorio.unal.edu.co/bitstream/unal/39513/1/28148-151106-1-PB.pdf780ef43821988ff9a1c68d49cea833e1MD5128148-191459-1-PB.htmltext/html33671https://repositorio.unal.edu.co/bitstream/unal/39513/2/28148-191459-1-PB.html072cc24d5ad44be6911af6e642975726MD52THUMBNAIL28148-151106-1-PB.pdf.jpg28148-151106-1-PB.pdf.jpgGenerated Thumbnailimage/jpeg9022https://repositorio.unal.edu.co/bitstream/unal/39513/3/28148-151106-1-PB.pdf.jpgddeba7cc2adaafeabaf111879d6eb28cMD53unal/39513oai:repositorio.unal.edu.co:unal/395132024-01-20 23:06:33.594Repositorio Institucional Universidad Nacional de Colombiarepositorio_nal@unal.edu.co
dc.title.spa.fl_str_mv Using the astm e 274 skid trailer data to characterize pavement friction behavior with respect to the traveling speed and the wheel slip ratio
title Using the astm e 274 skid trailer data to characterize pavement friction behavior with respect to the traveling speed and the wheel slip ratio
spellingShingle Using the astm e 274 skid trailer data to characterize pavement friction behavior with respect to the traveling speed and the wheel slip ratio
Friction
Slip Ratio
Macrotexture
Coefficient of Friction
Locked Wheel Skid Trailer
title_short Using the astm e 274 skid trailer data to characterize pavement friction behavior with respect to the traveling speed and the wheel slip ratio
title_full Using the astm e 274 skid trailer data to characterize pavement friction behavior with respect to the traveling speed and the wheel slip ratio
title_fullStr Using the astm e 274 skid trailer data to characterize pavement friction behavior with respect to the traveling speed and the wheel slip ratio
title_full_unstemmed Using the astm e 274 skid trailer data to characterize pavement friction behavior with respect to the traveling speed and the wheel slip ratio
title_sort Using the astm e 274 skid trailer data to characterize pavement friction behavior with respect to the traveling speed and the wheel slip ratio
dc.creator.fl_str_mv Fuentes Pumarejo, Luis Guillermo
Rajapakshe, Madhura
Gunaratne, Manjriker
dc.contributor.author.spa.fl_str_mv Fuentes Pumarejo, Luis Guillermo
Rajapakshe, Madhura
Gunaratne, Manjriker
dc.subject.proposal.spa.fl_str_mv Friction
Slip Ratio
Macrotexture
Coefficient of Friction
Locked Wheel Skid Trailer
topic Friction
Slip Ratio
Macrotexture
Coefficient of Friction
Locked Wheel Skid Trailer
description Knowing the 3-D behavior of friction coefficient (µ) vs. traveling speed (v) and wheel slip ratio (s) on runway and highway pavements can facilitate the modern pavement engineers’ job to a great extent. However, current methodology is limited to measuring µ at desired v and predicting it at different s values (at the same measured v) using 2-dimensional models. The paper presents a study carried out with friction data collected using Locked Wheel Skid Trailer (LWST) (ASTM E 274 Standard Test Method), to obtain the 3-D behavior of µ vs. v and s. An available 3-D friction model which is a combination of two well known 2-D friction models; Pennsylvania State University (PSU) model and Rado model, was used with LWST data collected in a field test on a wet asphalt pavement. The findings suggest that this method can provide reasonable predictions of µ for pavement management purposes.
publishDate 2012
dc.date.issued.spa.fl_str_mv 2012
dc.date.accessioned.spa.fl_str_mv 2019-06-28T03:59:32Z
dc.date.available.spa.fl_str_mv 2019-06-28T03:59:32Z
dc.type.spa.fl_str_mv Artículo de revista
dc.type.coar.fl_str_mv http://purl.org/coar/resource_type/c_2df8fbb1
dc.type.driver.spa.fl_str_mv info:eu-repo/semantics/article
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format http://purl.org/coar/resource_type/c_6501
status_str publishedVersion
dc.identifier.uri.none.fl_str_mv https://repositorio.unal.edu.co/handle/unal/39513
dc.identifier.eprints.spa.fl_str_mv http://bdigital.unal.edu.co/29610/
url https://repositorio.unal.edu.co/handle/unal/39513
http://bdigital.unal.edu.co/29610/
dc.language.iso.spa.fl_str_mv spa
language spa
dc.relation.spa.fl_str_mv http://revistas.unal.edu.co/index.php/dyna/article/view/28148
dc.relation.ispartof.spa.fl_str_mv Universidad Nacional de Colombia Revistas electrónicas UN Dyna
Dyna
dc.relation.ispartofseries.none.fl_str_mv Dyna; Vol. 79, núm. 176 (2012); 130-138 DYNA; Vol. 79, núm. 176 (2012); 130-138 2346-2183 0012-7353
dc.relation.references.spa.fl_str_mv Fuentes Pumarejo, Luis Guillermo and Rajapakshe, Madhura and Gunaratne, Manjriker (2012) Using the astm e 274 skid trailer data to characterize pavement friction behavior with respect to the traveling speed and the wheel slip ratio. Dyna; Vol. 79, núm. 176 (2012); 130-138 DYNA; Vol. 79, núm. 176 (2012); 130-138 2346-2183 0012-7353 .
dc.rights.spa.fl_str_mv Derechos reservados - Universidad Nacional de Colombia
dc.rights.coar.fl_str_mv http://purl.org/coar/access_right/c_abf2
dc.rights.license.spa.fl_str_mv Atribución-NoComercial 4.0 Internacional
dc.rights.uri.spa.fl_str_mv http://creativecommons.org/licenses/by-nc/4.0/
dc.rights.accessrights.spa.fl_str_mv info:eu-repo/semantics/openAccess
rights_invalid_str_mv Atribución-NoComercial 4.0 Internacional
Derechos reservados - Universidad Nacional de Colombia
http://creativecommons.org/licenses/by-nc/4.0/
http://purl.org/coar/access_right/c_abf2
eu_rights_str_mv openAccess
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dc.publisher.spa.fl_str_mv Universidad Nacional de Colombia Sede Medellín
institution Universidad Nacional de Colombia
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