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dc.contributor.advisorLey, Tyler M.
dc.contributor.authorRai, Bijaya Laxmi
dc.date.accessioned2018-06-13T16:19:40Z
dc.date.available2018-06-13T16:19:40Z
dc.date.issued2017-07-01
dc.identifier.urihttps://hdl.handle.net/11244/300041
dc.description.abstractThe main concern of this study is to develop different mixture designs that help to mitigate bridge deck cracking. The Oklahoma Department of Transportation (ODOT) supported this research project. This study correlates shrinkage measurements with compressive strength, static and dynamic modulus, splitting tensile strength, and resistivity to develop mixture designs with low cracking. Permeability is also one of the factor behind durability and, so, resistivity is investigated in this study. This study does not consider any autogenous and chemical shrinkage because ODOT prefers water to cementitious material ratio (w/c) in the range of 0.42-0.45 at which these type of shrinkage is not significant. This study does not consider early age tension and compression creep because of budget restrictions. This study presents several repetition of mixtures and their repeated measurements and test results to investigate repeatability.Chapter two contains three different parts: 2.1 Background and Literature Review, 2.2 Methods, 2.3 Results and Discussion. Chapter three talks about Conclusion and Recommendations.
dc.formatapplication/pdf
dc.languageen_US
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.titleMixture Design to Mitigate Bridge Deck Cracking
dc.contributor.committeeMemberHartell, Julie
dc.contributor.committeeMemberYang, Xiaoming
osu.filenameRai_okstate_0664M_15381.pdf
osu.accesstypeOpen Access
dc.description.departmentCivil Engineering
dc.type.genreThesis
dc.type.materialtext


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