1Wright, P. H. and Dixon,H. Highway Engineering.Seventh Edition. John Wiley & Sons, Inc. New York,USA. 2003.
2Decker, Dale S. ,Hansen, Kent R. ,Fitts, G. L. ,Thompson, M. R. ,Buncher, M. ,Jones, H. W. ,Scullion, T. ,Wienrank, C. J. , and Lippert, D.L.. Design and Construction of HMA Overlays on Rubblized PCC Pavements State of the Practice. Transportation Research E-Circular No. E-C087. Washington, D.C. , USA. 2006.
3Hall, K. T. ,Correa, C. E. ,and Simpson, A.L.. Performance of Rigid Pavement Rehabilitation Treatments in the Long-term Pavement Performance Sps- 6 Experiment. Transportation Research Record, 1823, (pp. 64-72). Washington, D. C. , USA. 2003.
4Jiang, Y.. Evaluation of Sawed and Sealed Asphalt O-verlay on 1-80. Final Report, No. INDOT/92-2. Indiana Department of Transportation, Indiana, USA. 1992.
5Jiang, Y. and McDaniel, R. S.. Evaluation of the Impact of Concrete Pavement Restoration Techniques on Pavement Performance. Proceedings of the 5th International Conference on Concrete Pavement Design and Rehabilitation (pp. 153 - 162). West Lafayette, Indiana,USA. 1993.
6Jiang, Y. and McDaniel, R. S. Application of Cracking and Seating and Use of Fibers to Control Reflective Cracking. Transportation Research Record, 1388, (pp.150-159). Washington, D. C. , USA. 1994.
7Jiang, Y. and Nantung, T.. Lessons Learned from the Sawed and Sealed Asphalt Overlay Projects in Indiana.Proceedings of the 3rd International Symposium on Maintenance and Rehabilitation of Pavements and Technological Control (pp. 575-584). University of Minho,Guimaraes,Portugal.2003.
8Rajagopal, A. Minkarah, I. Green, R. and Morse, A..Long-term Performance of Broken and Seated Pavements. Transportation Research Record, 1869, (pp. 3-15). Washington, D. C. , USA. 2004.
