Creep performance evaluation of Cold Mix Asphalt patching mixes
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.
- Autores:
-
Diaz Vasquez, Luis guillermo
- Tipo de recurso:
- Article of journal
- Fecha de publicación:
- 2023
- Institución:
- Universidad Cooperativa de Colombia
- Repositorio:
- Repositorio UCC
- Idioma:
- OAI Identifier:
- oai:repository.ucc.edu.co:20.500.12494/49571
- Acceso en línea:
- https://doi.org/10.1016/j.ijprt.2016.04.002
https://www.scopus.com/inward/record.uri?eid=2-s2.0-84966670217&doi=10.1016%2fj.ijprt.2016.04.002&partnerID=40&md5=c214c045f4a824aac728fd350617b25e
https://hdl.handle.net/20.500.12494/49571
- Palabra clave:
- COLD MIX ASPHALT
CREEP
PATCHING.
PENETRATION TEST
PERMANENT DEFORMATION
- Rights
- openAccess
- License
- http://purl.org/coar/access_right/c_abf2
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Diaz Vasquez, Luis guillermo2023-05-24T16:21:31Z2023-05-24T16:21:31Z16/04/2016https://doi.org/10.1016/j.ijprt.2016.04.002https://www.scopus.com/inward/record.uri?eid=2-s2.0-84966670217&doi=10.1016%2fj.ijprt.2016.04.002&partnerID=40&md5=c214c045f4a824aac728fd350617b25e19966814https://hdl.handle.net/20.500.12494/49571Diaz Vasquez Luis guillermo.Creep performance evaluation of Cold Mix Asphalt patching mixes.International Journal of Pavement Research and Technology. 2016. 9. (2):p. 149-158Cold 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.luisg.diazv@campusucc.edu.co149-158Elsevier B.V.COLD MIX ASPHALTCREEPPATCHING.PENETRATION TESTPERMANENT DEFORMATIONCreep 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/articlehttp://purl.org/redcol/resource_type/ARTinfo:eu-repo/semantics/publishedVersionInternational Journal of Pavement Research and Technologyinfo:eu-repo/semantics/openAccesshttp://purl.org/coar/access_right/c_abf2Publication20.500.12494/49571oai:repository.ucc.edu.co:20.500.12494/495712024-08-20 16:18:49.222metadata.onlyhttps://repository.ucc.edu.coRepositorio Institucional Universidad Cooperativa de Colombiabdigital@metabiblioteca.com |
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 COLD MIX ASPHALT CREEP PATCHING. PENETRATION TEST PERMANENT DEFORMATION |
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 Vasquez, Luis guillermo |
dc.contributor.author.none.fl_str_mv |
Diaz Vasquez, Luis guillermo |
dc.subject.spa.fl_str_mv |
COLD MIX ASPHALT CREEP PATCHING. PENETRATION TEST PERMANENT DEFORMATION |
topic |
COLD MIX ASPHALT CREEP PATCHING. PENETRATION TEST PERMANENT DEFORMATION |
description |
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. |
publishDate |
2023 |
dc.date.issued.none.fl_str_mv |
16/04/2016 |
dc.date.accessioned.none.fl_str_mv |
2023-05-24T16:21:31Z |
dc.date.available.none.fl_str_mv |
2023-05-24T16:21:31Z |
dc.type.none.fl_str_mv |
Artículo |
dc.type.coar.fl_str_mv |
http://purl.org/coar/resource_type/c_2df8fbb1 |
dc.type.coar.none.fl_str_mv |
http://purl.org/coar/resource_type/c_6501 |
dc.type.coarversion.none.fl_str_mv |
http://purl.org/coar/version/c_970fb48d4fbd8a85 |
dc.type.driver.none.fl_str_mv |
info:eu-repo/semantics/article |
dc.type.redcol.none.fl_str_mv |
http://purl.org/redcol/resource_type/ART |
dc.type.version.none.fl_str_mv |
info:eu-repo/semantics/publishedVersion |
format |
http://purl.org/coar/resource_type/c_6501 |
status_str |
publishedVersion |
dc.identifier.none.fl_str_mv |
https://doi.org/10.1016/j.ijprt.2016.04.002 https://www.scopus.com/inward/record.uri?eid=2-s2.0-84966670217&doi=10.1016%2fj.ijprt.2016.04.002&partnerID=40&md5=c214c045f4a824aac728fd350617b25e |
dc.identifier.issn.spa.fl_str_mv |
19966814 |
dc.identifier.uri.none.fl_str_mv |
https://hdl.handle.net/20.500.12494/49571 |
dc.identifier.bibliographicCitation.spa.fl_str_mv |
Diaz Vasquez Luis guillermo.Creep performance evaluation of Cold Mix Asphalt patching mixes.International Journal of Pavement Research and Technology. 2016. 9. (2):p. 149-158 |
url |
https://doi.org/10.1016/j.ijprt.2016.04.002 https://www.scopus.com/inward/record.uri?eid=2-s2.0-84966670217&doi=10.1016%2fj.ijprt.2016.04.002&partnerID=40&md5=c214c045f4a824aac728fd350617b25e https://hdl.handle.net/20.500.12494/49571 |
identifier_str_mv |
19966814 Diaz Vasquez Luis guillermo.Creep performance evaluation of Cold Mix Asphalt patching mixes.International Journal of Pavement Research and Technology. 2016. 9. (2):p. 149-158 |
dc.relation.ispartofjournal.spa.fl_str_mv |
International Journal of Pavement Research and Technology |
dc.rights.accessrights.none.fl_str_mv |
info:eu-repo/semantics/openAccess |
dc.rights.coar.none.fl_str_mv |
http://purl.org/coar/access_right/c_abf2 |
eu_rights_str_mv |
openAccess |
rights_invalid_str_mv |
http://purl.org/coar/access_right/c_abf2 |
dc.format.extent.spa.fl_str_mv |
149-158 |
dc.publisher.spa.fl_str_mv |
Elsevier B.V. |
institution |
Universidad Cooperativa de Colombia |
repository.name.fl_str_mv |
Repositorio Institucional Universidad Cooperativa de Colombia |
repository.mail.fl_str_mv |
bdigital@metabiblioteca.com |
_version_ |
1814246894037106688 |