Field Study of Interior Temperatures in Concreteby D.L. Houghton,
Serial Information: Journal of the Power Division, 1959, Vol. 85, Issue 5, Pg. 21-44
Document Type: Journal Paper
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: Field tests | Concrete | Temperature distribution | Concrete dams | Cement | Arch dams | Temperature effects | Gravity dams | Compressive strength | Data processing | Compression
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