Top-Down Cracking of Hot-Mix Asphalt Layers: Models for Initiation and Propagation (2010)

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146 REFERENCES 1. Roque, R., and B. E. Ruth. “Mechanisms and Modeling of Surface Cracking in Asphalt Pavements.” Journal of the Association of Asphalt Paving Technologists, Vol. 59, 1990, pp. 397-421. 2. Myers, L., R. Roque, and B. E. Ruth. “Mechanisms of Surface Initiated Longitudinal Wheel Path Cracks in High-type Bituminous Pavements.” Journal of the Association of Asphalt Paving Technologists, Vol. 67, 1998, pp. 402-432. 3. Uhlmeyer, J. S., K. Willoughby, L. M. Pierce, and J. P. Mahoney. “Top-down Cracking in Washington State Asphalt Concrete Wearing Courses.” Transportation Research Record: Journal of the Transportation Research Board, No. 1730, Transportation Research Board of the National Academies, Washington, DC, 2000, pp. 110-116. 4. Gerritsen, A. H., et al. Prediction and Prevention of Surface Cracking in Asphaltic Pavements. Proc., 6th International Conference on Structural Design of Asphalt Pavements, Ann Arbor, Michigan, 1987, pp. 378-391. 5. De Freitas, E. F., P. Pereira, L. Picado-Santos, and A. T. Papagiannakis. “Effect of Construction Quality, Temperature, and Rutting on Initiation of Top-downing Cracking.” Transportation Research Record: Journal of the Transportation Research Board, No. 1929, Transportation Research Board of the National Academies, Washington, DC, 2005, pp. 174- 182. 6. Matsuno, S., and T. Nishizawa. “Mechanism of Longitudinal Surface Cracking in Asphalt Pavement.” Proc., 7th International Conference on Asphalt Pavements. University of Nottingham, UK, Vol. 2, 1992, pp. 277-291. 7. Raju, S., et al. Analysis of Top-Down Cracking Behavior of Asphalt Pavements. Transportation Research Board, Washington, D.C., 2008. 8. Myers, L. A., and R. Roque. “Top-down Crack Propagation in Bituminous Pavements and Implications for Pavement Management.” Journal of the Association of Asphalt Paving Technologists, Vol. 71, 2002, pp. 651-670. 9. Zhang, Z., R. Roque, and B. Birgisson. “Evaluation of Laboratory-Measured Crack Growth Rate for Asphalt Mixtures.” In Transportation Research Record: Journal of the Transportation Research Board, No. 1767, Transportation Research Board of the National Academies, Washington, D.C., 2001, pp. 67-75. 10. Kim, B., R. Roque, and B. Birgisson. “Effect of Styrene Butadiene Styrene Modifier on Cracking Resistance of Asphalt Mixture.” Transportation Research Record: Journal of the Transportation Research Board, No. 1829, Transportation Research Board of the National Academies, Washington, DC, 2003, pp. 8-15.

147 11. Roque, R., Z. Zhang, and B. Sankar. “Determination of Crack Growth Rate Parameters of Asphalt Mixtures Using the SuperPave Indirect Tensile Test (IDT).” Journal of the Association of Asphalt Paving Technologists, Vol. 68, 1999, pp. 404-433. 12. Yoo, P. J., and I. L. Al-Qadi. “The Truth and Myth of Fatigue Cracking Potential in Hot- Mix Asphalt: Numerical Analysis and Validation.” Journal of the Association of Asphalt Paving Technologists, Vol. 77, 2008, pp. 549-590. 13. Kim, Y. R., et al. Application of Viscoelastic Continuum Damage Model Based Finite Element Analysis to Predict the Fatigue Performance of Asphalt Pavements. KSCE, Journal of Civil Engineering, Vol. 12, No. 2, 2008, pp. 109-120. 14. Roque, R., et al. “Evaluation of Surface-initiated Longitudinal Wheel Path Cracking.” Final Report for FDOT No. C5978 Contract, Univ. of Florida, Gainesville, Florida, 2006. 15. Daniel, J. S., and Y. R. Kim. “Laboratory Evaluation of Fatigue Damage and Healing of Asphalt Mixtures.” ASCE Journal of Materials in Civil Engineering, Vol. 13, No. 6, 2001, pp. 434-440. 16. Raghavendra, S., et al. Verification of the Rate of Asphalt Mix Aging Simulated by AASHTO PP2-99 Protocol. In Transportation Research Record, TRB, CD. 2006. 17. Bell, C. A., A. J. Wieder, and M. J. Fellin. Laboratory Aging of Asphalt-Aggregate Mixtures: Field Validation. SHRP-A-390, Strategic Highway Research Program, National Research Council, Washington, D.C., 1994. 18. AASHTO. AASHTO R30 – 02: Standard Practice for Mixture Conditioning of Hot-Mix Asphalt (HMA). Washington, D.C., 2008. 19. Reese, R. “Properties of Aged Asphalt Binder Related to Asphalt Concrete Fatigue Life.” Journal of the Association of Asphalt Paving Technologists, Vol. 66, 1997, pp. 604-632. 20. Underwood, B. S., et al. “Response and Fatigue Performance Modeling of ALF Pavements Using 3-D Finite Element Analysis and a Simplified Viscoelastic Continuum Damage Model.” Journal of the Association of Asphalt Paving Technologists, 2009. In Press. 21. Lee, H. J., and Y. R. Kim. “A Viscoelastic Continuum Damage Model of Asphalt Concrete with Healing.” ASCE Journal of Engineering Mechanics, Vol. 124, No. 11, 1998, pp. 1224- 1232. 22. Kim, Y. R., D. N. Little, and R. L. Lytton. “Fatigue and Healing Characterization of Asphalt Mixtures.” ASCE Journal of Materials in Civil Engineering, Vol. 15, No.1, 2003, pp. 75-83.

148 23. Kim, Y. R., D. N. Little and R. L. Lytton. “Use of Dynamic Mechanical Analysis (DMA) to Evaluate the Fatigue and Healing Potential of Asphalt Binders in Sand Asphalt Mixtures.” Journal of the Association of Asphalt Paving Technologists, Vol. 71, 2002, pp. 176-206. 24. Mirza, M. W., and M. W. Witczak. “Development of a Global Aging System for Short and Long Term Aging of Asphalt Cements.” Journal of the Association of Asphalt Paving Technologists, Vol. 64, 1995, pp. 393-430. 25. AASHTO. AASHTO Guide for Design of Pavement Structures. Washington, D.C., 1993. 26. Underwood, B. S., Y. R. Kim and M. N. Guddati. “Characterization and Performance Prediction of ALF Mixtures Using a Viscoelastoplastic Continuum Damage Model.” Journal of the Association of Asphalt Paving Technologists, Vol. 75, 2006, pp. 577-636. 27. Hinterhoelzl, R. M. and R. A. Schapery. “FEM Implementation of a Three-Dimensional Viscoelastic Constitutive Model for Particulate Composites with Damage Growth.” Mechanics of Time Dependent Materials, Vol. 8, 2004, pp. 65-94. 28. Kutay, M. E., N. Gibson, and J. Youtcheff. “Conventional and Viscoelastic Continuum Damage (VECD) - Based Fatigue Analysis of Polymer Modified Asphalt Pavements.” Journal of the Association of Asphalt Paving Technologists, Vol. 77, 2008, pp. 395-434. 29. Lytton, R. L., et al. Development and Validation of Performance Prediction Models and Specifications for Asphalt Binders and Paving Mixes. SHRP-A-357, Strategic Highway Research Program, National Research Council, Washington, D.C., 1993. 30. Witczak, M. W., and O. A. Fonseca. “Revised Predictive Model for Dynamic (Complex) Modulus of Asphalt Mixtures.” Transportation Research Record: Journal of the Transportation Research Board, No. 1540, Transportation Research Board of the National Academies, Washington, DC, 1996, pp. 15-23. 31. Deme, I. J., and F. D., Young. “Ste. Anne Test Road Revisited Twenty Years Later.” Proceedings, Canadian Technical Asphalt Association, Vol. 32, 1987, pp. 254-283. 32. Kim, B., and R. Roque. “Evaluation of Healing Property of Asphalt Mixtures.” Transportation Research Record: Journal of the Transportation Research Board, No. 1970, Transportation Research Board of the National Academies, Washington, D.C., 2006, pp. 84- 91. 33. Hiltunen, D. R., and R. Roque. “A Mechanics-Based Prediction Model for Thermal Cracking of Asphaltic Concrete Pavements.” Journal of the Association of Asphalt Paving Technologists, Vol. 63, 1994, pp. 81-117. 34. Sangpetngam, B. Development and Evaluation of a Viscoelastic Boundary Element Method to Predict Asphalt Pavement Cracking. PhD Dissertation. University of Florida, Gainesville, 2003.

149 35. Roque, R., and W. G. Buttlar. “The Development of a Measurement and Analysis System to Accurately Determine Asphalt Concrete Properties Using the Indirect Tensile Mode.” Journal of the Association of Asphalt Paving Technologists, Vol. 61, 1992, pp. 304-332. 36. Buttlar, W. G., and R. Roque. “Development and Evaluation of the Strategic Highway Research Program Measurement and Analysis System for Indirect Tensile Testing at Low Temperatures.” In Transportation Research Record: Journal of the Transportation Research Board, No. 1454, Transportation Research Board of the National Academies, Washington, D.C., 1994, pp. 163-171. 37. Flexible Pavement Condition Survey Handbook. State Materials Office, Florida Department of Transportation, 2003.