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Expansive Cement Concretes for Naval Construction
Expansion and subsequent shrinkage characteristics of shrinkage-compensating concrete were determined in mesh-reinforced prisms as well as in 'standard' Rubin bars. The maximum aggregate size was 3/8 inch. The specimens were cured in fog for 14 days and then subjected to drying in either 25% or 50% relative humidity (both at 73F). Although mixes were made with several different cement contents, most of the specimens were made with 7.5 sacks of cement per cubic yard. For comparison purposes, similar mixes were made with portland cement. (Author Modified Abstract)
Expansive Cement Concretes for Naval Construction
Expansion and subsequent shrinkage characteristics of shrinkage-compensating concrete were determined in mesh-reinforced prisms as well as in 'standard' Rubin bars. The maximum aggregate size was 3/8 inch. The specimens were cured in fog for 14 days and then subjected to drying in either 25% or 50% relative humidity (both at 73F). Although mixes were made with several different cement contents, most of the specimens were made with 7.5 sacks of cement per cubic yard. For comparison purposes, similar mixes were made with portland cement. (Author Modified Abstract)
Expansive Cement Concretes for Naval Construction
J. R. Keeton (author)
1973
51 pages
Report
No indication
English
Construction Equipment, Materials, & Supplies , Concrete , Cements , Shrinkage , Mixtures , Aging(Materials) , Creep , Gravel , Particle size , Flexural strength , Panels(Structural) , Modulus of elasticity , Thermal expansion , Freezing , Drying , Compressive properties , Naval research , Expanding cements , Portland cements , Concrete construction , Aggregates
Expansive Cement Concretes for Naval Construction
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