بخش A1.U1

[1] “Hot Weather Concreting,” ACI 305.R-99, ACI Manual of Concrete Practice, American Concrete Institute, Farmington Hills, MI, 2004.

[2] Berke, N. S., and Dalliare, M. P., “The Effect of Low Addition Rate of Polypropylene Fibers on Plastic Shrinkage Cracking and Mechanical Properties of Concrete,” Fiber Reinforced Concrete: Development and Innovations, ACI SP-142, American Concrete Institute, Farmington Hills, MI, 1994 , pp.19-41.

[3] Nanni, A., Ludwig, D. A., and Mcgillis, M. T., “Plastic Shrinkage Cracking of Restrained Fiber-Reinforced Concrete,” Transportation Research Record, 1382, 1993, pp. 69-72.

[4] Qi, C., Weiss, J., and Olek, J., “Characterization of Plastic Shrinkage Cracking in Fiber-Reinforced Concrete Using Semi-Automated Image Analysis,” RILEM Materials and Structures, Vol 36, No. 260, July 2003, pp. 386-395.

[5] Qi, C., Weiss, J., and Olek, J., “Statistical Significance of the Restrained Slab with a Stress Riser for Quantifying Plastic Cracking in Fiber Reinforced Concrete,” ASTM Journal of Testing and Evaluation, July 2005.