Below is the uncorrected machine-read text of this chapter, intended to provide our own search engines and external engines with highly rich, chapter-representative searchable text of each book. Because it is UNCORRECTED material, please consider the following text as a useful but insufficient proxy for the authoritative book pages.
58 1. NCHRP 1-37A Mechanistic Empirical Design of New and Rehabilitated Pavement Structures. http://www.trb.org/mepdg/guide.htm. (2007). 2. Andrei, D., Witczak, M. W., and Mirza, M. W., Development of a Revised Predictive Model for the Dynamic (Complex) Modulus of Asphalt Mixtures. NCHRP 1-37 A Inter Team Report, University of Maryland, March, 1999. 3. Bari, J. and Witczak, M. W., Development of a New Revised Ver- sion of the Witczak E* Predictive Model for Hot Mix Asphalt Mixtures. Journal of the Association of Asphalt Paving Technol- ogists 75, 2006. 4. Lytton, R. L., J. Uzan, E. G. Fernando, R. Roque, D. Hiltunen, and S. M. Stoffels, âDevelopment and Validation of Performance Pre- diction Models and Specifications for Asphalt Binders and Paving Mixes,â SHRP A-357, Transportation Research Board, National Research Council, Washington, D.C. (1993). 5. Long Term Pavement Performance, LTPP Data Base, http://www. ltpp-products.com/index.asp. 6. National Solar Radiation Database 1991â2005 Update: Userâs Manual. Technical Report NREL/TP-581-41364, April, 2007. 7. Monismith, C. L. and N. F. Coetzee, Reflection Cracking: Analysis, Laboratory Studies and Design Consideration, Proceedings of Asso- ciation of Asphalt Paving Technologists, Vol. 49, 1980, pp. 268â313. 8. Nunn, M., An Investigation of Reflection Cracking in Composite Pavements in the United Kingdom, Proceedings of 1st International RILEM Conference on Reflective Cracking in Pavements, Assessment and Control, Liege University, Belgium, Edited by J. M. Rigo, et. al, March 1989. 9. Lytton, R. L. Use of Geotextiles for Reinforcement and Strain Relief in Asphaltic Concrete. Geotextiles and Geomembranes, Vol. 8, 1989, pp. 217â237. 10. Gary, B. E. and G. E. Martin, Resurfacing with Bituminous Types of Surfaces, Proceedings of Highway Research Board, National Research Council, Washington D.C., Vol. 12, 1932, pp. 177â192. 11. Paris, P. C. and Erdogan E., A Critical Analysis of Crack Propagation Laws, Journal of Basic Engineering, Transaction of the American Soci- ety of Mechanical Engineering, Series D., Vol. 85, pp. 528â883, 1963. 12. Jayawickrama, P. W., and Lytton, R. L., Methodology for Predict- ing Asphalt Concrete Overlay Life Against Reflection Cracking, Pro- ceedings 6th International Conference on Structural Design of Asphalt Pavements, Volume I, pp. 912â924, 1987. 13. Wenting, L., and Scullion, T., âModulus 6.0 for Windows: Userâs Manual,â Research Report 1869-3, Texas Transportation Institute, Texas A&M University, College Station, Texas, 2001. 14. NCHRP, Guide for Mechanistic-Empirical Design of New and Reha- bilitated Pavement Structures; Part 2. Design Inputs, Chapter 4. Traffic, National Cooperative Highway Research Program, 2004. 15. FHWA, Traffic Monitoring Guide. FHWA-PL-01-021, US Dept. of Transportation, Federal Highway Administration, Office of High- way Information Management, 2001. 16. Hajek, J. J., Selezneva, O. I., Mladenovic, G., and Jiang, Y. J., ESTI- MATING CUMULATIVE TRAFFIC LOADS, Volume II: Traffic Data Assessment and Axle Load Projection for the Sites with Accept- able Axle Weight Data, Final Report for Phase 2. McLean, VA, Fed- eral Highway Administration, 2008. 17. Sridhar, B. K, Characterization and Development of Axle Load Spectra to Enhance Pavement Design and Performance on the Basis of New Mechanistic-Empirical Design Guide in Louisiana. MS Thesis, Department of Civil and Environmental Engineering Louisiana State University, 2008. 18. Ahmed, Z., I. Marukic, S. Zaghloul, and N. Vitillo. Validation of Enhanced Integrated Climatic Model Predictions with New Jersey Seasonal Monitoring Data. In Transportation Research Record: Jour- nal of the Transportation Research Board, No. 1913, Transportation Research Board of the National Academies, Washington, D.C., 2005, pp. 148â161. 19. Hermansson, A. Simulation Model for Calculating Pavement Temperatures, Including Maximum Temperature. Transportation Research Record: Journal of the Transportation Research Board, No. 1699, Transportation Research Board of the National Acad- emies, Washington, D.C., 2000, pp. 134â141. 20. Gui, J., P. E Phelan, K. E. Kaloush, and J. S. Golden. Impact of Pave- ment Thermophysical Properties on Surface Temperature. Journal of Materials in Civil Engineering, Vol. 19, 2007, pp. 683â690. 21. Hermansson, A., Mathematical Model for Paved Surface Summer and Winter Temperature: Comparison of Calculated and Measured Temperatures. Cold Regions Science and Technology, Vol. 40, 2004, pp. 1â17. 22. Halil C., Gopalakrishnan, K., and Kim S. Looking to the Future: The Next-Generation Hot Mix Asphalt Dynamic Modulus Predic- tion Models, International Journal of Pavement Engineering, 2009, pp. 1â12. 23. Tsoukalas, L. H. and Uhrig, R. E., Fuzzy and Neural Approaches in Engineering, Wiley, New York, 1997. 24. Adeli, H., Neural Networks in Civil Engineering: 1989â2000. Computer-Aided Civil and Infrastructure Engineering, Vol. 16, 2001, pp. 126â142. References
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, âSystem Identification Method for Back- calculating Pavement Layer Properties.â Transportation Research Record 1384, Transportation Research Board, National Research Council, Washington, D.C.: pp. 1â7. 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. 1â12. 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. 141â159., Vol. 11, No. 3, pp. 369â388, and Vol. 11, No. 4, pp. 549â562, 1975. 38. Hiltunen, D. R. and Roque, R., âA Mechanics-Based Prediction Model for Thermal Cracking of Asphaltic Concrete Pavements,â Association of Asphalt Paving Technologists, Vol. 63, 1994, pp. 81â117. 39. Williams, M. L., Landel, R. F., and Ferry, J. D., Journal of American Chemical Society, 1955, Vol. 77, pp. 3701.