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58 References 1. NCHRP 1-37A Mechanistic Empirical Design of New and Rehabilitated 14. NCHRP, Guide for Mechanistic-Empirical Design of New and Reha- Pavement Structures. http://www.trb.org/mepdg/guide.htm. (2007). bilitated Pavement Structures; Part 2. Design Inputs, Chapter 4. 2. Andrei, D., Witczak, M. W., and Mirza, M. W., Development of a Traffic, National Cooperative Highway Research Program, 2004. Revised Predictive Model for the Dynamic (Complex) Modulus of 15. FHWA, Traffic Monitoring Guide. FHWA-PL-01-021, US Dept. of Asphalt Mixtures. NCHRP 1-37 A Inter Team Report, University Transportation, Federal Highway Administration, Office of High- of Maryland, March, 1999. way Information Management, 2001. 3. Bari, J. and Witczak, M. W., Development of a New Revised Ver- 16. Hajek, J. J., Selezneva, O. I., Mladenovic, G., and Jiang, Y. J., ESTI- sion of the Witczak E* Predictive Model for Hot Mix Asphalt MATING CUMULATIVE TRAFFIC LOADS, Volume II: Traffic Mixtures. Journal of the Association of Asphalt Paving Technol- Data Assessment and Axle Load Projection for the Sites with Accept- ogists 75, 2006. able Axle Weight Data, Final Report for Phase 2. McLean, VA, Fed- 4. Lytton, R. L., J. Uzan, E. G. Fernando, R. Roque, D. Hiltunen, and eral Highway Administration, 2008. S. M. Stoffels, "Development and Validation of Performance Pre- 17. Sridhar, B. K, Characterization and Development of Axle Load diction Models and Specifications for Asphalt Binders and Paving Spectra to Enhance Pavement Design and Performance on the Mixes," SHRP A-357, Transportation Research Board, National Basis of New Mechanistic-Empirical Design Guide in Louisiana. Research Council, Washington, D.C. (1993). MS Thesis, Department of Civil and Environmental Engineering 5. Long Term Pavement Performance, LTPP Data Base, http://www. Louisiana State University, 2008. ltpp-products.com/index.asp. 18. Ahmed, Z., I. Marukic, S. Zaghloul, and N. Vitillo. Validation of 6. National Solar Radiation Database 19912005 Update: User's Enhanced Integrated Climatic Model Predictions with New Jersey Manual. Technical Report NREL/TP-581-41364, April, 2007. Seasonal Monitoring Data. In Transportation Research Record: Jour- 7. Monismith, C. L. and N. F. Coetzee, Reflection Cracking: Analysis, nal of the Transportation Research Board, No. 1913, Transportation Laboratory Studies and Design Consideration, Proceedings of Asso- Research Board of the National Academies, Washington, D.C., 2005, ciation of Asphalt Paving Technologists, Vol. 49, 1980, pp. 268313. pp. 148161. 8. Nunn, M., An Investigation of Reflection Cracking in Composite 19. Hermansson, A. Simulation Model for Calculating Pavement Pavements in the United Kingdom, Proceedings of 1st International Temperatures, Including Maximum Temperature. Transportation RILEM Conference on Reflective Cracking in Pavements, Assessment Research Record: Journal of the Transportation Research Board, and Control, Liege University, Belgium, Edited by J. M. Rigo, et. al, No. 1699, Transportation Research Board of the National Acad- March 1989. emies, Washington, D.C., 2000, pp. 134141. 9. Lytton, R. L. Use of Geotextiles for Reinforcement and Strain Relief 20. Gui, J., P. E Phelan, K. E. Kaloush, and J. S. Golden. Impact of Pave- in Asphaltic Concrete. Geotextiles and Geomembranes, Vol. 8, 1989, ment Thermophysical Properties on Surface Temperature. Journal pp. 217237. of Materials in Civil Engineering, Vol. 19, 2007, pp. 683690. 10. Gary, B. E. and G. E. Martin, Resurfacing with Bituminous Types of 21. Hermansson, A., Mathematical Model for Paved Surface Summer Surfaces, Proceedings of Highway Research Board, National Research and Winter Temperature: Comparison of Calculated and Measured Council, Washington D.C., Vol. 12, 1932, pp. 177192. Temperatures. Cold Regions Science and Technology, Vol. 40, 2004, 11. Paris, P. C. and Erdogan E., A Critical Analysis of Crack Propagation pp. 117. Laws, Journal of Basic Engineering, Transaction of the American Soci- 22. Halil C., Gopalakrishnan, K., and Kim S. Looking to the Future: ety of Mechanical Engineering, Series D., Vol. 85, pp. 528883, 1963. The Next-Generation Hot Mix Asphalt Dynamic Modulus Predic- 12. Jayawickrama, P. W., and Lytton, R. L., Methodology for Predict- tion Models, International Journal of Pavement Engineering, 2009, ing Asphalt Concrete Overlay Life Against Reflection Cracking, Pro- pp. 112. ceedings 6th International Conference on Structural Design of Asphalt 23. Tsoukalas, L. H. and Uhrig, R. E., Fuzzy and Neural Approaches in Pavements, Volume I, pp. 912924, 1987. Engineering, Wiley, New York, 1997. 13. Wenting, L., and Scullion, T., "Modulus 6.0 for Windows: User's 24. Adeli, H., Neural Networks in Civil Engineering: 19892000. Manual," Research Report 1869-3, Texas Transportation Institute, Computer-Aided Civil and Infrastructure Engineering, Vol. 16, Texas A&M University, College Station, Texas, 2001. 2001, pp. 126142.
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59 25. Fernando, E. G., Nusanu, D., Park, D., and Liu, W., Summary Report: 33. Lytton, R. L., D. E. Pufahl, C. H. Michalak, H. S. Liang, and Evaluation of Effects of Tire Size and Inflation Pressure on Tire Con- B. J. Dempsey, An Integrated Model of the Climatic Effects on Pave- tact Stresses and Pavement Response. Technical Report 0-4361-1. ment, Texas Transportation Institute, Texas A&M University, College Station, Texas, Texas Transportation Institute, 2006. Report No. FHWA-RD-90-033, Federal Highway Administra- 26. Ratkowsky, D. A, Handbook of Nonlinear Regression Models. New tion, McLean, VA, 1990. York, M. Dekker, 1990. 34. Larson, G., and B. J. Dempsey, Integrated Climatic Model, Version 27. Mallela, J. and H. Von Quintus, Investigation of Reflective Crack 2.0. Newmark Civil Engineering Laboratory, University of Illinois Control Measures for HMA Overlays of PCC Pavements, Sub- at Urbana-Champaign, Illinois. Report No. DTFA MN/DOT 72114, mitted to City of New York Department of Design and Construc- 1997. tion Division of Infrastructure, Applied Research Associates Inc., 35. Halil C., K. Gopalakrishnan, and S. Kim. Looking to the future: 2007. the next-generation Hot Mix Asphalt Dynamic Modulus Predic- 28. Button, J. W. and A. Chowdhury, Field Tests Using Geosynthetics tion Models, International Journal of Pavement Engineering, 2009, in Flexible and Rigid Pavements to Reduce Reflection Cracking. pp. 112. FHWA/TX-06/0-1777-2, Texas Transportation Institute, College 36. Schapery, R. A., A Theory of Crack Growth in Visco-Elastic Media, Station, Texas, 2006. Report MM 2764-73-1, Mechanics and Materials Research Centre, 29. Natke, H. G., Identification of Vibrating Structures, Springer-Verlag, Texas A&M University, College Station, Texas, 1973. New York, 1982. 37. Schapery, R. A., A Theory of Crack Initiation and Growth in Visco- 30. Wang, F. and R. L. Lytton, "System Identification Method for Back- Elastic Media; I: Theoretical Development, II: Approximate Methods calculating Pavement Layer Properties." Transportation Research of Analysis, III: Analysis of Continuous Growth, International Record 1384, Transportation Research Board, National Research Journal of Fracture, Sijthoff and Noordhoff International Pub- Council, Washington, D.C.: pp. 17. 1993. lisher, Vol. 11, No. 1, pp. 141159., Vol. 11, No. 3, pp. 369388, and 31. Zollinger, D. G., S. Lee, J. Puccinelli, and N. Jackson, LTPP Com- Vol. 11, No. 4, pp. 549562, 1975. puted Parameter: Moisture Content, FHWA-HRT-08-035, Federal 38. Hiltunen, D. R. and Roque, R., "A Mechanics-Based Prediction Highway Administration, 2008. Model for Thermal Cracking of Asphaltic Concrete Pavements," 32. Dempsey, B. J., W. A. Herlach, and A. J. Patel, The Climatic-Material- Association of Asphalt Paving Technologists, Vol. 63, 1994, Structural Pavement Analysis Program, FHWA/RD-84/115, Vol. 3., pp. 81117. Final Report, Federal Highway Administration, Washington D.C., 39. Williams, M. L., Landel, R. F., and Ferry, J. D., Journal of American 1985. Chemical Society, 1955, Vol. 77, pp. 3701.