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Effect of mixing and curing temperature on concrete strength
Study of compressive and flexural strengths produced by different types of portland cement used in concretes mixed, placed, and cured between 25 and 120 F; tests indicate that there is temperature during early life of concrete which is considered optimum with regard to strength at later ages; effect of calcium chloride; more air-entraining agent required as concrete temperature increased and slump decreased.
Effect of mixing and curing temperature on concrete strength
Study of compressive and flexural strengths produced by different types of portland cement used in concretes mixed, placed, and cured between 25 and 120 F; tests indicate that there is temperature during early life of concrete which is considered optimum with regard to strength at later ages; effect of calcium chloride; more air-entraining agent required as concrete temperature increased and slump decreased.
Effect of mixing and curing temperature on concrete strength
Am Concrete Inst -- J
Klieger, P. (author)
1958
19 pages
Article (Journal)
English
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