Evaluation of Temperature-Induced Curling in Concrete Slabs Using Deflection Difference Analysis

Author:

Bianchini Alessandra1

Affiliation:

1. Research Civil Engineer, U.S. Army Engineer Research and Development Center, 3909 Halls Ferry Rd., Vicksburg, MS 39180.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Transportation,Civil and Structural Engineering

Reference18 articles.

1. Balbo J. T. and Severi A. A. (2002). “Thermal gradients in concrete pavements in tropical environment.” Transportation Research Record 1809 Transportation Research Board Washington DC 12–22.

2. Drying shrinkage, curling, and joint opening of slabs-on-ground;Bissonnette B.;ACI Mater. J.,2007

3. Daiutolo H. (2008). “Control of slab curling in rigid pavements at the FAA National Airport Pavement Test Facility.” Proc. 3rd Int. Conf. on Accelerated Pavement Testing.

4. Federal Aviation Administration (FAA). (2004). “Use of nondestructive testing in the evaluation of airport pavements.” Advisory Circular (AC) 150/5370-11A U.S. Dept. of Transportation Washington DC.

5. Guo E. Daiutolo H. Ricalde L. and Wang Q. (2009). “Interface effects on the load induced responses of a curled single slab.” Proc. 88th Annual Meeting CD-ROM Transportation Research Board Washington DC.

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