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dc.contributor.advisorLey, Tyler M.
dc.contributor.authorGhaeezadeh, Ashkan
dc.date.accessioned2016-01-19T19:36:40Z
dc.date.available2016-01-19T19:36:40Z
dc.date.issued2014-05-01
dc.identifier.urihttps://hdl.handle.net/11244/25618
dc.description.abstractThis research is a part of a larger project that emphasizes on creating a more scientific approach to designing concrete mixtures for concrete pavements that use less cement and more aggregate which is called optimized graded concrete. The most challenging obstacle in optimized mixtures is reaching enough workability so that one doesn't have to add more cement or super-plasticizer to reach the desired level of flowability. Aggregate gradation and characteristics have found to be very important when it comes to the workabaility of optimized graded concrete. In this research a new automated method of aggregate assessment was used to compare the shape and the surface of different aggregates as well as their influence on the concrete flowability. At the end, the performance of optimized graded concrete against drying shrinkage and freezing and thawing condition were investigated.
dc.formatapplication/pdf
dc.languageen_US
dc.publisherOklahoma State University
dc.rightsCopyright is held by the author who has granted the Oklahoma State University Library the non-exclusive right to share this material in its institutional repository. Contact Digital Library Services at lib-dls@okstate.edu or 405-744-9161 for the permission policy on the use, reproduction or distribution of this material.
dc.titleAggregate Assesment and Durability Evaluation of Optimized Graded Concrete in the State of Oklahoma
dc.typetext
dc.contributor.committeeMemberCross, Stephen A.
dc.contributor.committeeMemberRussell, Bruce W.
osu.filenameGhaeezadeh_okstate_0664M_13319.pdf
osu.accesstypeOpen Access
dc.description.departmentCivil Engineering
dc.type.genreThesis


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