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dc.contributor.advisorLey, Tyler
dc.contributor.authorPeery, Jacob Ray
dc.date.accessioned2018-06-08T19:57:49Z
dc.date.available2018-06-08T19:57:49Z
dc.date.issued2017-07-01
dc.identifier.urihttps://hdl.handle.net/11244/300008
dc.description.abstractCurrently there is little known about the long-term freeze thaw durability of ACMs. There are no established limits for air content or other durability parameters for most ACMs. For ACMs to be used in structural and transportation structures such as roads, buildings, and bridges with long design service lives in climates that experience freezing and thawing, limits and specifications for long-term durability must be determined. The work presented investigates the requirements for different ACMs to achieve satisfactory results in both ASTM C666 and ASTM C672. From this testing recommendations are made for minimum requirements to achieve durable concrete using ACMs.
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.titleInvestigation of the Freeze Thaw Durability of Alternative Cementitious Materials
dc.contributor.committeeMemberRussell, Bruce
dc.contributor.committeeMemberHartell, Julie
osu.filenamePeery_okstate_0664M_15255.pdf
osu.accesstypeOpen Access
dc.description.departmentCivil Engineering
dc.type.genreThesis
dc.type.materialtext


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