Field Study of Interior Temperatures in Concrete

by D.L. Houghton,


Serial Information: Journal of the Power Division, 1959, Vol. 85, Issue 5, Pg. 21-44


Document Type: Journal Paper

Abstract:

Data on interior temperatures attained by concrete in thin arch and gravity dam; cement contents ranged from 2 to 4.75 sk/cu yd; compressive strengths ranged from 1600 to 4285 psi at 28 days; mean coefficient of maximum temperature increase for concrete was 11 F per sk of design cement content.



Subject Headings: Concrete dams | Temperature effects | Arch dams | Gravity dams | Cement | Compression | Compressive strength

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