Control of slump loss in lightweight aggregate concrete

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dc.contributor.advisorBremner, T.
dc.contributor.advisorW., Bremner
dc.contributor.authorChristie, Derek L.
dc.date.accessioned2023-06-07T21:24:53Z
dc.date.available2023-06-07T21:24:53Z
dc.date.issued1997
dc.description.abstractThree types of lightweight aggregates were tested for water absorption. Two of the aggregates that were made from expanded shale gave distinctly different water absorption rates and the reason for the differences is discussed. The lightweight aggregate made from expanded slag showed significantly lower absorption rates. Which would be a distinct advantage for engineers involved in placing and consolidating lightweight concrete.
dc.description.copyrightNot available for use outside of the University of New Brunswick
dc.description.noteChristie, Derek L (1997). Control of slump loss in lightweight aggregate concrete . (Engineering Senior Report no. T-1755 1997). Fredericton : University of New Brunswick, Dept. of Civil Engineering T-1755 1997 1882/12474
dc.format.mediumelectronic
dc.identifier.urihttps://unbscholar.lib.unb.ca/handle/1882/35802
dc.language.isoen_CA
dc.publisherUniversity of New Brunswick
dc.rightshttp://purl.org/coar/access_right/c_16ec
dc.subject.disciplineCivil Engineering
dc.titleControl of slump loss in lightweight aggregate concrete
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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