Models for Predicting Reflection Cracking of Hot-Mix Asphalt Overlays (2010)

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59 25. Fernando, E. G., Nusanu, D., Park, D., and Liu, W., Summary Report: Evaluation of Effects of Tire Size and Inflation Pressure on Tire Con- tact Stresses and Pavement Response. Technical Report 0-4361-1. College Station, Texas, Texas Transportation Institute, 2006. 26. Ratkowsky, D. A, Handbook of Nonlinear Regression Models. New York, M. Dekker, 1990. 27. Mallela, J. and H. Von Quintus, Investigation of Reflective Crack Control Measures for HMA Overlays of PCC Pavements, Sub- mitted to City of New York Department of Design and Construc- tion Division of Infrastructure, Applied Research Associates Inc., 2007. 28. Button, J. W. and A. Chowdhury, Field Tests Using Geosynthetics in Flexible and Rigid Pavements to Reduce Reflection Cracking. FHWA/TX-06/0-1777-2, Texas Transportation Institute, College Station, Texas, 2006. 29. Natke, H. G., Identification of Vibrating Structures, Springer-Verlag, New York, 1982. 30. Wang, F. and R. L. Lytton, “System Identification Method for Back- calculating Pavement Layer Properties.” Transportation Research Record 1384, Transportation Research Board, National Research Council, Washington, D.C.: pp. 1–7. 1993. 31. Zollinger, D. G., S. Lee, J. Puccinelli, and N. Jackson, LTPP Com- puted Parameter: Moisture Content, FHWA-HRT-08-035, Federal Highway Administration, 2008. 32. Dempsey, B. J., W. A. Herlach, and A. J. Patel, The Climatic-Material- Structural Pavement Analysis Program, FHWA/RD-84/115, Vol. 3., Final Report, Federal Highway Administration, Washington D.C., 1985. 33. Lytton, R. L., D. E. Pufahl, C. H. Michalak, H. S. Liang, and B. J. Dempsey, An Integrated Model of the Climatic Effects on Pave- ment, Texas Transportation Institute, Texas A&M University, Report No. FHWA-RD-90-033, Federal Highway Administra- tion, McLean, VA, 1990. 34. Larson, G., and B. J. Dempsey, Integrated Climatic Model, Version 2.0. Newmark Civil Engineering Laboratory, University of Illinois at Urbana-Champaign, Illinois. Report No. DTFA MN/DOT 72114, 1997. 35. Halil C., K. Gopalakrishnan, and S. Kim. Looking to the future: the next-generation Hot Mix Asphalt Dynamic Modulus Predic- tion Models, International Journal of Pavement Engineering, 2009, pp. 1–12. 36. Schapery, R. A., A Theory of Crack Growth in Visco-Elastic Media, Report MM 2764-73-1, Mechanics and Materials Research Centre, Texas A&M University, College Station, Texas, 1973. 37. Schapery, R. A., A Theory of Crack Initiation and Growth in Visco- Elastic Media; I: Theoretical Development, II: Approximate Methods of Analysis, III: Analysis of Continuous Growth, International Journal of Fracture, Sijthoff and Noordhoff International Pub- lisher, Vol. 11, No. 1, pp. 141–159., Vol. 11, No. 3, pp. 369–388, and Vol. 11, No. 4, pp. 549–562, 1975. 38. Hiltunen, D. R. and Roque, R., “A Mechanics-Based Prediction Model for Thermal Cracking of Asphaltic Concrete Pavements,” Association of Asphalt Paving Technologists, Vol. 63, 1994, pp. 81–117. 39. Williams, M. L., Landel, R. F., and Ferry, J. D., Journal of American Chemical Society, 1955, Vol. 77, pp. 3701.