Creep performance evaluation of Cold Mix Asphalt patching mixes
El artículo presenta el uso del penetrómetro dinámico de cono liviano para evaluar la resistencia a la deformación permanente de mezclas asfálticas en frío utilizadas en reparaciones viales.
- Autores:
-
Diaz Vásquez, Luis Guillermo
- Tipo de recurso:
- Article of journal
- Fecha de publicación:
- 2016
- Institución:
- Universidad Cooperativa de Colombia
- Repositorio:
- Repositorio UCC
- Idioma:
- OAI Identifier:
- oai:repository.ucc.edu.co:20.500.12494/1081
- Acceso en línea:
- https://hdl.handle.net/20.500.12494/1081
- Palabra clave:
- Creep, Ahuellamiento, deformación permanente, rutting, Flow Number, Mezcla asfáltica
- Rights
- openAccess
- License
- Licencia CC
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| dc.title.spa.fl_str_mv |
Creep performance evaluation of Cold Mix Asphalt patching mixes |
| title |
Creep performance evaluation of Cold Mix Asphalt patching mixes |
| spellingShingle |
Creep performance evaluation of Cold Mix Asphalt patching mixes Creep, Ahuellamiento, deformación permanente, rutting, Flow Number, Mezcla asfáltica |
| title_short |
Creep performance evaluation of Cold Mix Asphalt patching mixes |
| title_full |
Creep performance evaluation of Cold Mix Asphalt patching mixes |
| title_fullStr |
Creep performance evaluation of Cold Mix Asphalt patching mixes |
| title_full_unstemmed |
Creep performance evaluation of Cold Mix Asphalt patching mixes |
| title_sort |
Creep performance evaluation of Cold Mix Asphalt patching mixes |
| dc.creator.fl_str_mv |
Diaz Vásquez, Luis Guillermo |
| dc.contributor.author.none.fl_str_mv |
Diaz Vásquez, Luis Guillermo |
| dc.subject.spa.fl_str_mv |
Creep, Ahuellamiento, deformación permanente, rutting, Flow Number, Mezcla asfáltica |
| topic |
Creep, Ahuellamiento, deformación permanente, rutting, Flow Number, Mezcla asfáltica |
| description |
El artículo presenta el uso del penetrómetro dinámico de cono liviano para evaluar la resistencia a la deformación permanente de mezclas asfálticas en frío utilizadas en reparaciones viales. |
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2016 |
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2016-04-16 |
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2017-08-11T12:56:06Z |
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2017-08-11T12:56:06Z |
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Artículo |
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Diaz, Luis G. (2016). "Creep performance evaluation of Cold Mix Asphalt patching mixes", International Journal of Pavement Research and Technology 9. pp. 149–158 |
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https://hdl.handle.net/20.500.12494/1081 |
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Diaz, Luis G. (2016). "Creep performance evaluation of Cold Mix Asphalt patching mixes", International Journal of Pavement Research and Technology 9. pp. 149–158 |
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http://dx.doi.org/10.1016/j.ijprt.2016.04.002 |
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Licencia CC |
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Licencia CC http://purl.org/coar/access_right/c_abf2 |
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openAccess |
| dc.publisher.spa.fl_str_mv |
Universidad Cooperativa de Colombia, Facultad de Ingenierías, Programa de Inteniería Civil, Ibagué, Colombia, 00000 |
| dc.publisher.program.spa.fl_str_mv |
Ingeniería Civil |
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Ibagué |
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Universidad Cooperativa de Colombia |
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Diaz Vásquez, Luis Guillermo2017-08-11T12:56:06Z2017-08-11T12:56:06Z2016-04-16https://hdl.handle.net/20.500.12494/1081Diaz, Luis G. (2016). "Creep performance evaluation of Cold Mix Asphalt patching mixes", International Journal of Pavement Research and Technology 9. pp. 149–158El artículo presenta el uso del penetrómetro dinámico de cono liviano para evaluar la resistencia a la deformación permanente de mezclas asfálticas en frío utilizadas en reparaciones viales.Cold Mix Asphalt (CMA) is commonly used in lieu of typical Hot Mix Asphalt (HMA) for localized pavement patching due to the quantities, intermittent locations and times when repairs need to be executed. The objective of this investigation was to evaluate the resistance of CMA to accumulate permanent deformation under cyclic loading, and to present an alternative to assess stability potential from a portable device. Considering CMA is at its weakest state right after placement, and that its resistance to creep improves with curing, the study focused on evaluating the rutting performance of uncured CMA materials at different compaction levels in the laboratory by means of parameters b and FN from a Modified Cyclic Creep Test (MCCT) and by their resistance to penetration with a Light Cone Penetrometer (LCP), defined by the LCP penetration rate (LPR). Based on the experimental results, acceptable laboratory stability can be expected when values below 0.5 le/load and over 1000 load cycles are observed for b and FN, respectively. Considering the potential use of the LCP as a field-friendly quality control tool, models to estimate parameters b and FN from the MCCT as a function of LPR and other CMA characteristics were developed using Multiple Linear Regression Analysis (MLRA). The results suggest that when LPR values are limited to 0.50 mm/blow, CMA materials can be expected to show acceptable stability levels.luisg.diazv@campusucc.edu.coUniversidad Cooperativa de Colombia, Facultad de Ingenierías, Programa de Inteniería Civil, Ibagué, Colombia, 00000Ingeniería CivilIbaguéhttp://dx.doi.org/10.1016/j.ijprt.2016.04.002Creep, Ahuellamiento, deformación permanente, rutting, Flow Number, Mezcla asfálticaCreep performance evaluation of Cold Mix Asphalt patching mixesArtículohttp://purl.org/coar/resource_type/c_6501http://purl.org/coar/resource_type/c_2df8fbb1http://purl.org/coar/version/c_970fb48d4fbd8a85info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersionLicencia CCinfo:eu-repo/semantics/openAccesshttp://purl.org/coar/access_right/c_abf2PublicationORIGINALIJPRT_Diaz_Creep Eval Cold Mix Asphalt_2016.pdfIJPRT_Diaz_Creep Eval Cold Mix Asphalt_2016.pdfapplication/pdf449151https://repository.ucc.edu.co/bitstreams/09ba547b-4b0d-4fca-a0c8-86781d1cd65e/download497983fc7fbd6e35217b3ceac091ca25MD51TEXTIJPRT_Diaz_Creep Eval Cold Mix Asphalt_2016.pdf.txtIJPRT_Diaz_Creep Eval Cold Mix Asphalt_2016.pdf.txtExtracted texttext/plain48110https://repository.ucc.edu.co/bitstreams/7e62f440-ed56-4c1e-814f-2067504c98aa/download1d4873b078e7528383bd6317d14fb46cMD53THUMBNAILIJPRT_Diaz_Creep Eval Cold Mix Asphalt_2016.pdf.jpgIJPRT_Diaz_Creep Eval Cold Mix Asphalt_2016.pdf.jpgIM Thumbnailimage/jpeg19273https://repository.ucc.edu.co/bitstreams/afa47960-1339-42ec-9b93-73a7c7f314e8/downloadefdfa5a07a7aec00aad263a0c99beab8MD54LICENSElicense.txtlicense.txttext/plain; charset=utf-81748https://repository.ucc.edu.co/bitstreams/b74a279b-a36d-4b84-b658-d4ce0082d86c/download8a4605be74aa9ea9d79846c1fba20a33MD5220.500.12494/1081oai:repository.ucc.edu.co:20.500.12494/10812024-08-10 21:00:46.418open.accesshttps://repository.ucc.edu.coRepositorio Institucional Universidad Cooperativa de Colombiabdigital@metabiblioteca.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 |