Bond strength of masonry joints under normal pressure while curing

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dc.contributor.advisorDawe, John
dc.contributor.advisorL., Dawe
dc.contributor.authorHolder, James Bruce
dc.date.accessioned2023-06-07T19:47:37Z
dc.date.available2023-06-07T19:47:37Z
dc.date.issued1989
dc.description.abstractIn order to examine the effects of normal pressure on tensile bond strength during mortar curing, test specimens were cured under varying pressures. A total of 44 concrete block specimens were tested in flexure. These were cured under pressures of zero, two, four, six, and eight blocks. The time of load placement was also varied using zero, ten , and twenty mi nutes. Bond strength was found to increase with increased pressure„ Th is eff ect di mi n i shes with i ncreased ti me of I oad pIacement.
dc.description.copyrightNot available for use outside of the University of New Brunswick
dc.description.noteHolder, James Bruce (1989). Bond strength of masonry joints under normal pressure while curing . (Engineering Senior Report no. T-1426 1989). Fredericton : University of New Brunswick, Dept. of Civil Engineering T-1426 1989 1882/17820
dc.format.extentvi, 42 pages
dc.format.mediumelectronic
dc.identifier.urihttps://unbscholar.lib.unb.ca/handle/1882/33561
dc.language.isoen_CA
dc.publisherUniversity of New Brunswick
dc.rightshttp://purl.org/coar/access_right/c_16ec
dc.subject.disciplineCivil Engineering
dc.titleBond strength of masonry joints under normal pressure while curing
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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