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Surface cooling of mass concrete to prevent cracking
Method for placing of extremely long monoliths of mass concrete without occurrence of excessive tensile stress from cooling; by maintaining low temperature of surface concrete during hardening, compressive stress is produced when surface warms, and subsequent cooling does not cause high tensile stress; method is described, detailed computations of stresses given, and possible construction methods for accomplishing reduced temperature suggested.
Surface cooling of mass concrete to prevent cracking
Method for placing of extremely long monoliths of mass concrete without occurrence of excessive tensile stress from cooling; by maintaining low temperature of surface concrete during hardening, compressive stress is produced when surface warms, and subsequent cooling does not cause high tensile stress; method is described, detailed computations of stresses given, and possible construction methods for accomplishing reduced temperature suggested.
Surface cooling of mass concrete to prevent cracking
Am Concrete Inst -- J
Carlson, R.W. (author) / Thayer, D.P. (author)
1959
14 pages
Article (Journal)
English
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