Freeze-thaw durability of high strength silica fume concrete
dc.contributor.author | Kashi, Mohsen Gholam-Reza | en |
dc.contributor.committeechair | Weyers, Richard E. | en |
dc.contributor.committeemember | Walker, Richard D. | en |
dc.contributor.committeemember | Barker, Richard M. | en |
dc.contributor.committeemember | Kuppusamy, Thangavelu | en |
dc.contributor.committeemember | Swift, George W. | en |
dc.contributor.department | Civil Engineering | en |
dc.date.accessioned | 2015-06-29T22:07:13Z | en |
dc.date.available | 2015-06-29T22:07:13Z | en |
dc.date.issued | 1988 | en |
dc.description.abstract | Specimens from 27 batches of concrete with water to cementitious (cement plus silica fume) ratio of 0.25 to 0.32, with and without entrained air, were tested for freeze-thaw durability in accordance with ASTM C666, procedure A (freezing and thawing in water). In addition, another set of similar specimens were moist cured for 28 days instead of 14 days and tested in accordance with ASTM C666 , Procedure A to determine the effect of curing time on the freeze-thaw durability of high strength concrete. Results show that non air-entrained high strength concrete with water cementitious ratio of less than 0.30, regardless of the length of curing time, is frost resistant. Non-air-entrained concrete with water-cement ratio of 0.32 is also durable if silica fume is not used. | en |
dc.description.degree | Ph. D. | en |
dc.format.extent | x, 134 leaves | en |
dc.format.mimetype | application/pdf | en |
dc.identifier.uri | http://hdl.handle.net/10919/53942 | en |
dc.language.iso | en_US | en |
dc.publisher | Virginia Polytechnic Institute and State University | en |
dc.relation.isformatof | OCLC# 19736119 | en |
dc.rights | In Copyright | en |
dc.rights.uri | http://rightsstatements.org/vocab/InC/1.0/ | en |
dc.subject.lcc | LD5655.V856 1988.K369 | en |
dc.subject.lcsh | Silica fume | en |
dc.subject.lcsh | Concrete -- Additives | en |
dc.title | Freeze-thaw durability of high strength silica fume concrete | en |
dc.type | Dissertation | en |
dc.type.dcmitype | Text | en |
thesis.degree.discipline | Civil Engineering | en |
thesis.degree.grantor | Virginia Polytechnic Institute and State University | en |
thesis.degree.level | doctoral | en |
thesis.degree.name | Ph. D. | en |
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