-Amirkhanian AN, Xiao F, Amirkhanian SN., (2011), “Characterization of unaged asphalt binder modified with carbon nanoparticles. Int J Pavement Res Technology, 4(5), pp.281–6.
- Amirkhanian AN, Xiao F, Amirkhanian SN., (2011), “Evaluation of high temperature rheological characteristics of asphalt binders with carbon nano particles”, J Test Eval. ,39(4), pp.1–9.
-Arabani M, MoghadasNejad F, Azarhoosh AR., (2012), “Laboratory evaluation of recycled waste concrete into asphalt mixtures”, Int J Pavement Eng. http:// dx.doi.org/10.1080/10298436.2012.747685.
-ASTM D 1559, (2002),“Standard Test Method for Marshal Test, Annual Book of ASTM Standards, American Society for Testing and Materials”, West Conshohocken.
-AASHTO, (1993), “guide for design of pavement structures”.
-Bai JB., Allaoui A., (2003), “Effect of the length and the aggregate size of MWNTs on the improvement efficiency of the mechanical and electrical properties of nanocomposites-experimental investigation”, Compos A 2003;34(8), pp.689–94.
-Chong KP, Garboczi EJ., (2002), “Smart and designer structural material systems, ProgStructMater Eng. 4, pp.417–30.
-Chao YE, Huaxin C. (2009), “Study on road performance of nano SiO2 and nano TiO2modified asphalt”, New Building Materials.
-De Heer WA., (2004), “Nanotubes and the pursuit of applications. MRS Bull,29, pp.281–5.
-Faramarzi M, Arabani M, Haghi AK, Mottaghitalab V. (2014), “Carbon nanotubesmodified asphalt binder: preparation and characterization”, Int J Pavement Res Technol 2014;8(1), pp.29–37.
-GhaffarpourJahromi S, Khodaii A., (2009), “Effects of Nano clay on rheological properties of bitumen binder. Constr Build Mater,23, pp.2894–904.
-Hussain F, Okamoto M, Gorga R. (2006), “Review article: polymer–matrix nanocomposites”, J Compos Mater 40(17), pp.1511–75.
-Khattak MJ, Khattab A, Rizvi HR, Zhang P. (2012), “The impact of carbon nanofibermodification on asphalt binder rheology. Constr Build Mater 30, pp.257–64.
-Khattak MJ, Khattab A, Rizvi H., (2013), “Characterization of carbon nano-fiber modified hot mix asphalt mixtures. Constr Build Mater 40, pp.738–45.
-Makar JM, Beaudoin JJ., (2003), “Carbon nanotubes and their applications in the construction industry. In: Proceedings of the first international symposium on nanotechnology in construction. Scotland, pp. 331–41.
-MoghadasNejad F, Aflaki E, Mohammadi MA., (2010), “Fatigue behavior of SMA and HMA mixtures, Constr Build Mater 24(6), pp.1158–65.
-Sadeghnejad M, Arabani M, Shakeri V, Mirabdolazimi SM., (2013), “Experimental evaluation of fatigue life of asphalt mixture modified with nano zinc oxide”, 7th Congress on Civil Engineering, Zahedan.
-Santagata E, Baglieri O, Tsantilis L, Dalmazzo D., (2012), “Rheological characterization of bituminous binders modified with carbon nanotubes. Proc Soc Behav Sci., 53, pp.546–55.
-Shafabakhsh Gh, Mirabdolazimi SM, Sadeghnejad M., (2014), “Evaluation the effect of nano-TiO2 on the rutting and fatigue behavior of asphalt mixtures. Constr Build Mater, 54,pp.566–71.
-Shirakawa T, Tada A, Okazaki N., (2012), “Development of functional carbon nanotubes–asphalt composites. Int. J. Geomate, 2, pp.161–5.
-Treacy MMJ, Ebbesen TW, Gibson JM., (1996), “Exceptionally high Young’s modulus observed for individual carbon nanotubes”, Lett Nat.381, pp.678–80.