[1]Colwill, D.M.; G.J Bowskill; J.C. Nichols; M.E. Daines; “Porous asphalt Trials in United Kingdom”,Transportation Research Record, 1427, National research Council, Washington, D.C., pp. 13 –21,1999.
[2]Isenring, T.; Harald, k.; Scazziga, I.; “Experience with Porous Asphalt in Switzerland”, Transportation Research Record 1265, P.P. 41 – 53, 2000.
[3]Smith, R.W.; Rice, J.M.; Spelman, S.R.; “Design of Open-Graded Asphalt Friction Courses”, Report FHWA-RD-74-2, Federal Highway Administration,2001.
[4]Watson, D.; A. Johnson; D. Jared; “Georgia Department of Transportation’s Progress in Open Graded Friction Course Development”, Transportation Research Record, 1616, National research Council,Washington, D.C., pp. 30-33, 2003.
[5]Huet, M.; A., Boissoudy; J., Gramsammer; A., Bauduin; J., Samanos; “Experiments with Porous Asphalt on the Nantes Fatigue Test track”, In Transportation Research Record 1265, National Research Council, Washington, D.C., pp. 54-58,1990.
[6]Mallick, R.B.; kandhal, P.S.; watson, D.E.; “Open graded asphalt friction course - State of the practice”,NCAT Report, NO.2000-1, 2004.
[7]حسامی، سعید؛ ارزیابی خصوصیات مکانیکی آسفالتهای نفوذناپذیر )ماستیکی( با قیرهای اصلاح شده پلیمری”، پایاننامه دکترا، دانشگاه علم و صنعت ایران،.١٣٧٩
[8]Mallick, R.B.; kandhal, P.S.; Cooley, L.A.; Watson, D.E.; “Design, construction and performance of newgeneration open-graded friction course”, NCAT Report, NO. 2000-01, 2004.
[9]Yang, H.; Pavement analysis and design, Prentice - hall, Inc, 1993.
[10]Tawadzki, J.; “Adaptation of a creep test for evaluation of the permanent deformation of bituminous mixes”,Mechanical test for bituminous materials, RILEM,ISB9054108762, 1997.