Freeze-thaw deterioration of concrete masonry units

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dc.contributor.advisorBremner, T.
dc.contributor.advisorW., Bremner
dc.contributor.authorScott, Steven A.
dc.date.accessioned2023-06-07T18:24:18Z
dc.date.available2023-06-07T18:24:18Z
dc.date.issued1996
dc.description.abstractThe purpose of this study was to investigate the freeze-thaw durability of concrete masonry units used in the construction of segmented retaining wall systems. Specimens from eight different companies were exposed to up to 500 freeze-thaw cycles according to ASTM Standard CI262-94. This report presents the results of these tests along with the factors that led to the premature deterioration of the units. Suggestions are given as to how to increase the concrete masonry unit's freeze-thaw performance.
dc.description.copyrightNot available for use outside of the University of New Brunswick
dc.description.noteScott, Steven A (1996). Freeze-thaw deterioration of concrete masonry units . (Engineering Senior Report no. T-1725 1996). Fredericton : University of New Brunswick, Dept. of Civil Engineering T-1725 1996 1882/14679
dc.format.mediumelectronic
dc.identifier.urihttps://unbscholar.lib.unb.ca/handle/1882/31926
dc.language.isoen_CA
dc.publisherUniversity of New Brunswick
dc.rightshttp://purl.org/coar/access_right/c_16ec
dc.subject.disciplineCivil Engineering
dc.titleFreeze-thaw deterioration of concrete masonry units
dc.typesenior report
thesis.degree.disciplineCivil Engineering
thesis.degree.fullnameBachelor of Science in Engineering
thesis.degree.grantorUniversity of New Brunswick
thesis.degree.levelundergraduate
thesis.degree.nameB.Sc.E.

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