Florida. Department of Transportation, & University of South Florida. Department of Civil and Environmental Engineering (2009). Attenuating mass concrete effects in drilled shafts. Florida Department of Transportation. https://rosap.ntl.bts.gov/view/dot/16964
Florida. Department of Transportation and University of South Florida. Department of Civil and Environmental Engineering. Attenuating mass concrete effects in drilled shafts. Florida Department of Transportation, 2009. https://rosap.ntl.bts.gov/view/dot/16964.
Florida. Department of Transportation, et al. Attenuating mass concrete effects in drilled shafts. Florida Department of Transportation, 2009, ROSA P. https://rosap.ntl.bts.gov/view/dot/16964.
Drilled shafts are large diameter cast in place concrete foundation elements that until recently were not viewed with the same scrutiny as other massive concrete elements when considering mass concrete aspects. This study addressed three aspects of temperature generation in drilled shafts: 1. construction of drilled shaft with a full length centroidal void to minimize internal heat, 2. thermal integrity measurements of drilled shafts, and 3. field measurements of mass concrete elements taken to corroborate model findings with the intent of refining the definition of detrimental mass concrete conditions.
Florida. Department of Transportation, & University of South Florida. Department of Civil and Environmental Engineering (2009). Attenuating mass concrete effects in drilled shafts. Florida Department of Transportation. https://rosap.ntl.bts.gov/view/dot/16964
Florida. Department of Transportation and University of South Florida. Department of Civil and Environmental Engineering. Attenuating mass concrete effects in drilled shafts. Florida Department of Transportation, 2009. https://rosap.ntl.bts.gov/view/dot/16964.
Florida. Department of Transportation, et al. Attenuating mass concrete effects in drilled shafts. Florida Department of Transportation, 2009, ROSA P. https://rosap.ntl.bts.gov/view/dot/16964.
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