A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Detection of Microcracks in Concrete Cured at Elevated Temperature
The Florida Department of Transportation specifies a maximum differential temperature of 35 degrees F, between the exterior and interior portions of the mass concrete elements during curing. The specification does not specify a maximum curing temperature or a maximum placing temperature. The objective of this research project was to determine if high temperature levels during curing of concrete cause microcracks in the concrete matrix.
Detection of Microcracks in Concrete Cured at Elevated Temperature
The Florida Department of Transportation specifies a maximum differential temperature of 35 degrees F, between the exterior and interior portions of the mass concrete elements during curing. The specification does not specify a maximum curing temperature or a maximum placing temperature. The objective of this research project was to determine if high temperature levels during curing of concrete cause microcracks in the concrete matrix.
Detection of Microcracks in Concrete Cured at Elevated Temperature
A. R. Chini (author) / E. J. Villavicencio (author)
2006
90 pages
Report
No indication
English
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