Suitable Laboratory Ranges of Confinement Stresses for Performance Testing of Asphalt Concrete

dc.contributor.authorLeon, Lee
dc.contributor.authorGay, Derek
dc.date.accessioned2018-12-17T03:07:59Z
dc.date.accessioned2022-04-04T16:25:01Z
dc.date.available2018-12-17T03:07:59Z
dc.date.available2022-04-04T16:25:01Z
dc.date.issued2018-09
dc.description.abstractFlexible pavement distress prediction is largely based on laboratory and numerical simulation. The traditional triaxial laboratory performance testing of asphalt concrete has been carried out at various confining (radial) stress states, however they vary significantly in literature and some did not appear to relate to an appropriate in-situ field condition. The behavior of a flexible pavement structure is modelled in ABAQUS using axisymmetric finite element analysis. The interface between wheel and pavement does not significantly affect vertical stress states with depth, however the horizontal stress states decreases. The proposed confining stress value for performance testing of asphalt concrete should be between ranges of 30% to 40% of the (vertical stress) applied axial loading.en_US
dc.description.countryTrinidad and Tobagoen
dc.description.institutionUniversity of the West Indiesen
dc.description.trackEngineering Design, Engineering Materials and Engineering Innovationen
dc.identifier.isbn978-0-9993443-1-6
dc.identifier.issn2414-6390
dc.identifier.otherhttp://laccei.org/LACCEI2018-Lima/meta/FP243.html
dc.identifier.urihttp://dx.doi.org/10.18687/LACCEI2018.1.1.243
dc.identifier.urihttps://axces.info/handle/10.18687/2018102_243
dc.journal.referatopeerReview
dc.language.isoEnglishen_US
dc.publisherLACCEI Inc.en_US
dc.rightsLACCEI License
dc.rights.urihttps://laccei.org/blog/copyright-laccei-papers/
dc.subjectAsphalt Concreteen_US
dc.subjectConfining Stressesen_US
dc.subjectABAQUSen_US
dc.subjectRadial Stressesen_US
dc.titleSuitable Laboratory Ranges of Confinement Stresses for Performance Testing of Asphalt Concrete
dc.typeArticleen_US

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