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ture of the concrete and that of the air is not well
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during curing, the air temperature, geometry, and
ASTM (1997) C39-96, Standard Practice for com-
other variables. Work needs to be done to enable
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modeled. Much of the modeling already done for
Vol. 04.02. Philadelphia, Pennsylvania: American
normal concrete at temperatures above 5C can be
Society for Testing and Materials.
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9
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