- ASHTO Design Guide 2004, Part3 Design Analysis-Chapter4 Design of New and Reconstructed Rigid Pavements.
- Donald, G. (2003). Benefits of composite pavements. ARRB Transportation Research, SMEC International, Australia.
- Gary L. Fitts, P.E. Sr. Field Engineer Asphalt Institute San Antonio, controlling reflective cracking in HMA overlays of PCC pavements.
- Gerardo W. Flintsch, Ph.D., P.E (2008), Composite Pavement Systems: Synthesis Of Design And Construction Practices, Vtrc09-Cr2.
- Iran Highway Asphaltic Pavements Code.No.234. Iran ministry of road and transportation.
- Nicholas J.Garber (2009) Traffic & Highway Engineering.
- Nissans K. and Nunn, M.E. (2004). A Model for Top-Down Cracking in Composite Pavements.
- Sousa, J.B., Pais, J.C., Saim, R., Way, G.B., and Stubstad, R.N. (2002). Mechanistic-empirical overlay design method for reflective cracking. Transportation Research Record, No.1809. Transportation Research Board, Washington, DC, pp. 209-217.
- Smith, R.J. (1963). Definition of composite pavement structures. Highway Research Record. No.37. Highway Research Board, Washington, DC, pp.1-1.
- Virginia Department of Transportation, Materials Division. (2002). Guidelines for Pavement Life Cycle Cost Analysis.
- YangH. Huang, 2004, Pavement Analysis and Design.
- کاووسی، الف.، آدرسی، م.، بررسی روشهای مختلف طراحی روسازی، فصلنامه جاده (1391).
- حسنی، الف.، وثوقی، ب.، افزایش کارایی رویههای بتنی با اجرای روکش آسفالتی، نشریه پیام (1388).