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Compressive strength and ultrasonic pulse velocity relationships for concrete in columns
Concrete cubes, site cured under same atmospheric conditions as concrete columns, had compressive strength 10% lower than strength of concrete in columns; cubes continuously cured under water averaged 23% higher strength than concrete in columns; compressive strength obtained from pulse velocity-strength relationship for site cubes averaged 18% lower than strength of concrete in columns.
Compressive strength and ultrasonic pulse velocity relationships for concrete in columns
Concrete cubes, site cured under same atmospheric conditions as concrete columns, had compressive strength 10% lower than strength of concrete in columns; cubes continuously cured under water averaged 23% higher strength than concrete in columns; compressive strength obtained from pulse velocity-strength relationship for site cubes averaged 18% lower than strength of concrete in columns.
Compressive strength and ultrasonic pulse velocity relationships for concrete in columns
Am Concrete Inst -- J
Kaplan, M.F. (Autor:in)
1958
14 pages
Aufsatz (Zeitschrift)
Englisch
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