1Goode, J. F. , and L. A. Lufsey. A New Graphical Chart for Evaluation Aggregate Gradations, AAPT, Vol. 31,1967, P177-207.
2Cominskey, R. J., G. A. ttuber, T. W. kenedy, and M.Anderson. The Superpave Mix Design Manual for New Construction and Overlays, Report SHRP-A-407, National Research Council, Washington, D.C. , 1994.
3Cominsky, R., R. B. Leahy, and E. T. Harrigan, Level One Mix Design: Materials Selection, Compaction and Conditioning, SHRP A - 408, TRB, National Research Council, washinbgton, D. C, 1994.
4Kennedy, T. W., G. A. Huber, E. T, Harrigan, R. J Cominsky, C. S. Hughes et al. Superpavc Performing Asphalt Pavement: The Produce of the SHRP Asphalt Research Program, Report SHRP A 410, National Research Council, Washington, D.C., 1994.
5Megennis, R. B., R. M. Anderson, T. W. Kenedy, and M. Solaimanian. Background of Superpave Asphalt Mixture Design and Analysis, Report FHWA SA 95 003,1994.
6Anderson, R. M., and H. U. Bahia. Evaluation and Selection of Aggregate Gradations for Asphalt Mixtures Using Superpave, TRB, No. 1583, 1997, P91- 97.
7Mallick, R. B., S. Buchanan, E. R. Brown, and M.Huner. An Evaluation of Superpave Gyratory Gompaction of Hot Mix Aspahlt, TRB, No. 1638, 1998, P111-119.
8Kandhal, P. S., and R. B. Mallick. Potential of Asphalt Pavement Analyzer to Predict Rutting of Hot Mix asphalt,Proceedings CDROM, International Conference on Accelerated Pavement Testing, Reno, NV, 1999.
9Kandhal, P. S., and R. B. Mallick. Effects of gradation on Rutting Potential of Dense Graded Asphalt Mixtures,TRB. No. 1767, 2001, P146 - 151.
10Chowdhury, A., J. C. Graw, J. W. Button, and D. N.Little. Effect of Aggregate Gradation on Permanent Deformation of Superpave HMA, CDROM, the 80th Annual Meeting of the Transportation Research Board, Washington, D.C, 2001.
