The effect of freezing on hydraulic-cement mortar different hours after mixing

dc.contributor.authorBales, Eugene Deanen
dc.contributor.authorPrice, Albert Earlen
dc.contributor.departmentCivil Engineeringen
dc.date.accessioned2015-06-23T19:12:11Zen
dc.date.available2015-06-23T19:12:11Zen
dc.date.issued1947en
dc.description.abstractAs was stated before, the purpose of this problem was to find out the effect of freezing on mortar at different hours after mixing. This was a continuation of the work done by G.H. Harris in 1945. It was hoped that by using different materials, steel molds, and by molding, freezing and testing the specimens as accurately as was possible to do so with the equipment available the peculiar results obtained by Harris could either be verified or disproved. The results obtained by this problem were very irregular but did show a slight trend and did not show the great difference in strength over a short period of time as was shown by Harris’s results. To get a definite answer a large number of samples should be run for each different time of set before freezing. A large variety of materials should be used and it is also believed that test cylinders 6”x12” would give better results.en
dc.description.degreeMaster of Scienceen
dc.format.extent[3], 46 leavesen
dc.format.mimetypeapplication/pdfen
dc.identifier.urihttp://hdl.handle.net/10919/53462en
dc.language.isoen_USen
dc.publisherVirginia Polytechnic Instituteen
dc.relation.isformatofOCLC# 24432943en
dc.rightsIn Copyrighten
dc.rights.urihttp://rightsstatements.org/vocab/InC/1.0/en
dc.subject.lccLD5655.V855 1947.B243en
dc.subject.lcshCement -- Effect of temperature onen
dc.subject.lcshMortar -- Effect of temperature onen
dc.titleThe effect of freezing on hydraulic-cement mortar different hours after mixingen
dc.typeThesisen
dc.type.dcmitypeTexten
thesis.degree.disciplineCivil Engineeringen
thesis.degree.grantorVirginia Polytechnic Instituteen
thesis.degree.levelmastersen
thesis.degree.nameMaster of Scienceen

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