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Publication Number: FHWA-HRT-05-081
Date: October 2005

References

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  1. Neff, T. L., and Ray, G. K., CRCP Performance: An Evaluation of Continuously Reinforced Concrete Pavements in Six States, Concrete Reinforcing Steel Institute, 1986.
  2. AASHTO, AASHTO Guide for Design of Pavement Structures, American Association of State Highway and Transportation Officials, Washington, D.C., 1993.
  3. Won, M.; Hankins, K.; and McCullough, B. F., "Mechanistic Analysis of Continuously Reinforced Concrete Pavements Considering Material Characteristics, Variability, and Fatigue," Research Report 1169-2, Center for Transportation Research, University of Texas at Austin, 1991.
  4. Kim, S. M.; Won, M. C.; and McCullough, B. F., "CRCP-9: Improved Computer Program for Mechanistic Analysis of Continuously Reinforced Concrete Pavements," Research Report 1831-2, Center for Transportation Research, University of Texas at Austin, 2001.
  5. Suh, Y. C.; Hankins, K.; and McCullough, B. F., "Early-Age Behavior of Continuously Reinforced Concrete Pavement and Calibration of the Failure Prediction Model in the CRCP-7 Program," Research Report 1244-3, Center for Transportation Research, University of Texas at Austin, 1992.
  6. Zhang, J.; Li, V. C.; and Wu, C., "Influence of Reinforcing Bars on Shrinkage Stresses in Concrete Slabs," ASCE Journal of Engineering Mechanics, V. 126, No. 12, 2000, pp. 1297-1300.
  7. Chen, H. L., and Choi, J. H., "Effects of GFRP Reinforcing Rebars on Shrinkage and Thermal Stresses in Concrete," Proceedings of the 15th ASCE Engineering Mechanics Conference, Columbia University, New York, NY, June 2002.
  8. Choi, J. H., and Chen, H. L., "Design Considerations of GFRP-Reinforced CRCP," Field Applications of FRP Reinforcement: Case Studies, SP-215, S. Rizkalla, and A. Nanni, eds., American Concrete Institute, Farmington Hills, MI, 2003, pp. 139-158.
  9. Chen, H. L., and Choi, J. H., "Effects of GFRP Reinforcing Rebars on Shrinkage and Thermal Stresses in Continuously Reinforced Concrete Pavement," submitted to ACI Structural Journal, 2004.
  10. Huang, Y. H., Pavement Analysis and Design, Second Edition, Prentice Hall, Englewood Cliffs, NJ, 2004.
  11. Tayabji, S. D.; Stephanos, P. J.; Gagnon, J. S.; and Zollinger, D. G., "Performance of Continuously Reinforced Concrete Pavements, Volume II: Field Investigations of CRC Pavements," Publication No. FHWA-RD-94-179, Federal Highway Administration, McLean, VA, 1998.
  12. Sprinkel, M. M., Personal Communication, Virginia Transportation Research Council, Charlottesville, VA, 2002.
  13. York, G. P., "Continuously Reinforced Concrete Pavement-The State of the Art," Technical Report No. AFWL-TR-71-102, Air Force Weapons Laboratory, 1971.
  14. Zollinger, D. G., and Barenberg, E. J., "Field Investigation of Punchout Distress in Continuously Reinforced Concrete Pavement in Illinois," Transportation Research Record, No. 1286, Transportation Research Board, 1990, pp. 1-13.
  15. Kim, S. M.; Nam, J. H.; and McCullough, B. F., "Sensitivity of Design Variables to Continuously Reinforced Concrete Pavement Behavior," Proceedings of the 82nd Annual Meeting of the Transportation Research Board, Paper No. 03-4204, Transportation Research Board of the National Academies, Washington D.C., January 2003.
  16. CRSI, CRCP in Texas: Five Decades of Experience, Concrete Reinforcing Steel Institute, Schaumburg, IL, 2004.
  17. Zollinger, D. G., and Barenberg, E. J., "Mechanistic Design Considerations for Punchout Distress in Continuously Reinforced Concrete Pavement," Transportation Research Record, No. 1286, Transportation Research Board, 1990, pp. 25-37.
  18. Gharaibeh, N. G., and Darter, M. I., "Probabilistic Analysis of Highway Pavement Life for Illinois," Proceedings of the 82nd Annual Meeting of the Transportation Research Board, Paper No. 03-4294, Transportation Research Board of the National Academies, Washington D.C., January 2003.
  19. PCA, Thickness Design for Concrete Highway and Street Pavements, Portland Cement Association, Skokie, IL, 1984.
  20. CRSI, Construction of Continuously Reinforced Concrete Pavements, Concrete Reinforcing Steel Institute, Schaumburg, IL, 1983.
  21. Dossey, T., and McCullough, B. F., "Characterization of Concrete Properties with Age," Research Report 1244-2, Center for Transportation Research, University of Texas at Austin, 1991.
  22. Won, M. C.; Dossey, T.; Easley, S.; and Speer, J., CRCP-8 Program User's Guide, Center for Transportation Research, University of Texas at Austin, 1995.
  23. Kim, S. M.; Won, M. C.; and McCullough, B. F., "CRCP-10 Computer Program User's Guide," Research Report 1831-4, Center for Transportation Research, University of Texas at Austin, 2001.
  24. Mehta, P. K., and Monteiro, P. J. M., Concrete: Structure, Properties and Materials, Second Edition, Prentice Hall, Englewood Cliffs, NJ, 1993, 548 pp.
  25. ACI Committee 222, ACI 222R-01: Protection of Metals in Concrete against Corrosion, American Concrete Institute, Farmington Hills, MI, 2001.
  26. ACI Committee 440, ACI 440.1R-03: Guide for the Design and Construction of Concrete Reinforced with FRP Bars, American Concrete Institute, Farmington Hills, MI, 2003.
  27. Cox, H. L., "The Elasticity and Strength of Paper and Other Fibrous Materials," British Journal of Applied Physics, V. 3, March 1952, pp. 72-79.
  28. Mindess, S., and Young, J. F., Concrete, Prentice Hall, Englewood Cliffs, NJ, 1981, 499 pp.
  29. Mosley, W. H., and Bungey, J. H., Reinforced Concrete Design, 4th Edition, Macmillan Education Ltd., London, U.K., 1990.
  30. McCullough, B. F., CRC-Highway Pave: Design of Continuously Reinforced Concrete Pavements for Highways, PC Software Series, Concrete Reinforcing Steel Institute, Schaumburg, IL, 1993.
  31. Finke, T. E., and Heberling, T. G., "Determination of Thermal-expansion Characteristics of Metals Using Strain Gages," Experimental Mechanics, SESA, April Issue, 1978, pp. 155-158.
  32. Measurements Group, Inc., "Measurement of Thermal Expansion Coefficient Using Strain Gages," Tech Note TN-513-1, 1986.
  33. Wesevich, J. W.; McCullough, B. F.; and Burns, N. H., "Stabilized Subbase Friction Study for Concrete Pavements," Research Report 459-1, Center for Transportation Research, University of Texas at Austin, 1987.
  34. Wesevich, J. W., "Stabilized Subbase Friction Study for Concrete Pavements," Master Thesis, University of Texas at Austin, 1987.
  35. Wimsatt, A. J., "Methods of Analyzing and Factors Influencing Frictional Effects of Subbases," Master Thesis, University of Texas at Austin, 1988.
  36. Khazanovich, L. and Gotlif, A., "Evaluation of Joint and Crack Load Transfer Final Report," FHWA-RD-02-088, Federal Highway Administration, October 2003.

 

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The Federal Highway Administration (FHWA) is a part of the U.S. Department of Transportation and is headquartered in Washington, D.C., with field offices across the United States. is a major agency of the U.S. Department of Transportation (DOT).
The Federal Highway Administration (FHWA) is a part of the U.S. Department of Transportation and is headquartered in Washington, D.C., with field offices across the United States. is a major agency of the U.S. Department of Transportation (DOT). Provide leadership and technology for the delivery of long life pavements that meet our customers needs and are safe, cost effective, and can be effectively maintained. Federal Highway Administration's (FHWA) R&T Web site portal, which provides access to or information about the Agency’s R&T program, projects, partnerships, publications, and results.
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