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dc.contributor.advisorLey, Tyler M.
dc.contributor.authorFrazier, Robert Mabrey
dc.date.accessioned2014-04-17T19:55:58Z
dc.date.available2014-04-17T19:55:58Z
dc.date.issued2011-07-01
dc.identifier.urihttps://hdl.handle.net/11244/10121
dc.description.abstractDetermine the response of entrained air-void systems in fresh cement paste to applied pressures by utilizing micro-computed tomography. Compare results to those suggested by the ASTM C231 Type B pressure meter calibration equations. The results of this research suggest that although the Type B pressure meter assumptions are valid for the compression of individual voids, the volume of air-voids which dissolve under pressure is significant enough to register noticeable errors when using a synthetic air-entraining admixture with the Type B pressure meter test. Results currently suggest that air-void systems with a significant percentage of small voids present will have higher deviation from the Boyle's Law model used by the Type B pressure meter due to the dissolution of these air-voids.
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.titleResponse of Entrained Air-Void Systems in Cement Paste to Pressure
dc.typetext
dc.contributor.committeeMemberRussell, Bruce
dc.contributor.committeeMemberCross, Steve
dc.contributor.committeeMemberBulut, Rifat
osu.filenameFrazier_okstate_0664M_11613.pdf
osu.collegeEngineering, Architecture, and Technology
osu.accesstypeOpen Access
dc.description.departmentSchool of Civil & Environmental Engineering
dc.type.genreThesis
dc.subject.keywordscement
dc.subject.keywordsconcrete
dc.subject.keywordsentrained air
dc.subject.keywordspressure meter


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