题名: |
Detection of Microcracks in Concrete Cured at Elevated Temperature. |
作者: |
CHINI, A. R.; VILLAVICENCIO, E. J. |
关键词: |
CONCRETE; CURING; FLORIDA; MICROCRACKS; TEMPERATURE |
摘要: |
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. |
报告类型: |
科技报告 |