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dc.contributor.authorAhmed, Mansooren_US
dc.date.accessioned2014-03-14T21:35:30Z
dc.date.available2014-03-14T21:35:30Z
dc.date.issued1963-05-07en_US
dc.identifier.otheretd-05042010-020123en_US
dc.identifier.urihttp://hdl.handle.net/10919/42462
dc.description.abstract

Results indicate that the durability of the concrete mixes using poor aggregates can be improved to a considerable extent by moist-curing.

en_US
dc.format.mediumBTDen_US
dc.publisherVirginia Techen_US
dc.relation.haspartLD5655.V855_1963.A445.pdfen_US
dc.subjectFrost resistant concrete.en_US
dc.subject.lccLD5655.V855 1963.A445en_US
dc.titleEffect of curing procedure on the freezing and thawing durability of concreteen_US
dc.typeThesisen_US
dc.contributor.departmentCivil Engineeringen_US
dc.description.degreeMaster of Scienceen_US
thesis.degree.nameMaster of Scienceen_US
thesis.degree.levelmastersen_US
thesis.degree.grantorVirginia Polytechnic Instituteen_US
thesis.degree.disciplineCivil Engineeringen_US
dc.contributor.committeechairWalker, Richard D.en_US
dc.contributor.committeememberMorris, Henry M.en_US
dc.identifier.sourceurlhttp://scholar.lib.vt.edu/theses/available/etd-05042010-020123/en_US
dc.date.sdate2010-05-04en_US
dc.date.rdate2010-05-04
dc.date.adate2010-05-04en_US


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