Stress-Strain and Failure Modes of Asphalt Concrete in Compression Due to Geometrical Changes

dc.contributor.authorLeon, Lee
dc.contributor.authorGay, Derek
dc.contributor.authorSimpson, Nicola
dc.contributor.authorEdwin, Shian
dc.date.accessioned2018-12-17T03:07:59Z
dc.date.accessioned2022-04-04T16:26:20Z
dc.date.available2018-12-17T03:07:59Z
dc.date.available2022-04-04T16:26:20Z
dc.date.issued2018-09
dc.description.abstractEvaluation of asphalt concrete modes of failure and stress-strain relationship were investigated using static compression loading on cylindrical and prismatic specimens. Effects of shape, height, temperature, binder and testing orientation were investigated. Cylindrical specimens had greater stiffness than prismatic. Temperature has significant influence on initial tangent modulus and fracture energy. Parameters derived can be used to simulate behavior of asphalt concrete mixtures.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/FP85.html
dc.identifier.urihttp://dx.doi.org/10.18687/LACCEI2018.1.1.85
dc.identifier.urihttp://axces.info/handle/10.18687/2018102_85
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.subjectStress-Strainen_US
dc.subjectAsphalt Concreteen_US
dc.subjectElastic Modulusen_US
dc.subjectFracture Energyen_US
dc.subjectFailure Modesen_US
dc.subjectCompressionen_US
dc.titleStress-Strain and Failure Modes of Asphalt Concrete in Compression Due to Geometrical Changes
dc.typeArticleen_US

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