dc.contributorUniversidad EAFIT. Departamento de Ingeniería de Producción
dc.contributorMateriales de Ingeniería
dc.creatorOssa, E.A.
dc.creatorCollop, A.C.
dc.creatorOssa, E.A.
dc.creatorCollop, A.C.
dc.date.accessioned2021-04-12T21:26:42Z
dc.date.available2021-04-12T21:26:42Z
dc.date.created2021-04-12T21:26:42Z
dc.date.issued2007-01-01
dc.identifier08991561
dc.identifier19435533
dc.identifierWOS;000248815500006
dc.identifierSCOPUS;2-s2.0-34548179889
dc.identifierhttp://hdl.handle.net/10784/29089
dc.identifier10.1061/(ASCE)0899-1561(2007)19:9(753)
dc.description.abstractThe spherical indentation response of a dense bitumen macadam asphalt mixture with two different volume fractions of bitumen binder is investigated both experimentally and via an analytical model. The model for the indentation of bitumen developed by Ossa et al. in 2005, was used to study the spherical indentation behavior of the mixtures with good agreement when compared to experimental results. An extensive experimental study of the monotonic and recovery spherical indentation behavior is reported for a range of temperatures. In line with the predictions of the model, the monotonic indentation response of the mixtures exhibits a power-law dependence on the indentation force. The model is also successful in capturing the indentation recovery behavior of the mixtures. A comparison of the material parameters obtained from uniaxial compression and indentation tests showed that indentation tests can be used in an easy and reliable way to obtain the fundamental asphalt parameters. Further, parameters found from indentation tests implicitly account for the confining conditions generated by the aggregate particles below the indenter. © 2007 ASCE.
dc.languageeng
dc.publisherASCE-AMER SOC CIVIL ENGINEERS
dc.relationhttps://www.scopus.com/inward/record.uri?eid=2-s2.0-34548179889&doi=10.1061%2f%28ASCE%290899-1561%282007%2919%3a9%28753%29&partnerID=40&md5=1b31334a45eb618be00329c00391dde1
dc.rightshttps://v2.sherpa.ac.uk/id/publication/issn/0899-1561
dc.sourceJOURNAL OF MATERIALS IN CIVIL ENGINEERING
dc.subjectBinders
dc.subjectCompressive strength
dc.subjectConstitutive models
dc.subjectCreep
dc.subjectDeformation
dc.subjectIndentation
dc.subjectTemperature distribution
dc.subjectVolume fraction
dc.subjectAsphalt mix
dc.subjectIndentation response
dc.subjectAsphalt
dc.subjectaggregate
dc.subjectanalytical method
dc.subjectasphalt
dc.subjectcompression
dc.subjectcreep
dc.subjectdeformation
dc.subjectindentation
dc.subjectnondestructive testing
dc.subjectpower law
dc.subjectuniaxial test
dc.titleSpherical indentation behavior of asphalt mixtures
dc.typeinfo:eu-repo/semantics/article
dc.typearticle
dc.typeinfo:eu-repo/semantics/publishedVersion
dc.typepublishedVersion


Este ítem pertenece a la siguiente institución