DEVELOPMENT AND IMPLEMENTATION OF A MECHANISTIC AND EMPIRICAL DESIGN GUIDE (MEPDG) FOR RIGID PAVEMENTS — PHASE 2

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dc.contributor.sponsorOklahoma Department of Transportation. Materials and Research Division. Office of Research & Implementation
dc.creatorLey, M. Tyler
dc.creatorHajibabaee, Amir
dc.creatorKhatibmasjedi, Morteza
dc.date.accessioned2018-01-05T19:47:44Z
dc.date.available2018-01-05T19:47:44Z
dc.date.issued2014-10
dc.description.abstractThe work investigates the impact of curing methods and their impact on subsequent curling in both the laboratory and the field in different drying environments. Results are also presented for a field instrumentation of a CRCP pavement in Tulsa, Oklahoma that uses a number of different curing methods. Next, a sensitivity analysis is completed for typical Oklahoma jointed and continuously reinforced pavements with different base friction parameters. Then the results from Darwin-ME are compared with field performance of CRCP and JPC pavements in Oklahoma. Finally, the shrinkage and coefficient of thermal expansion of concrete pavement mixtures are investigated with different past contents.
dc.description.peerreviewNo
dc.description.versionFinal report, October 2012-October 2014
dc.format.extent87 pages
dc.format.extent14,660,311 bytes
dc.format.mediumapplication.pdf
dc.identifier.govdocFHWA-OK-14-13
dc.identifier.otherOklahoma Department of Transportation State Planning and Research item number 2208
dc.identifier.urihttps://hdl.handle.net/11244/54303
dc.languageen_US
dc.relation.ispartofseriesNo
dc.relation.requiresAdobe Acrobat Reader
dc.relation.urihttp://l92018.eos-intl.net/elibsql16_L92018_Documents/FHWA-OK-14-13%202208%20Ley.pdf
dc.subject.keywordsConcrete
dc.subject.keywordsPavement
dc.subject.keywordsDarwin-ME
dc.subject.keywordsMEPDG
dc.titleDEVELOPMENT AND IMPLEMENTATION OF A MECHANISTIC AND EMPIRICAL DESIGN GUIDE (MEPDG) FOR RIGID PAVEMENTS — PHASE 2
dc.typeTechnical Report
dc.type.materialtext

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