[1] A. Bhasin, Development of methods to quantify bitumen-aggregate adhesion and loss of adhesion due to water, Texas A&M University, 2007.
[2] J. Grenfell, N. Ahmad, Y. Liu, A. Apeagyei, D. Large, G. Airey, Assessing asphalt mixture moisture susceptibility through intrinsic adhesion, bitumen stripping and mechanical damage, Road Materials and Pavement Design, 15(1) (2014) 131-152.
[3] X. Chen, B. Huang, Evaluation of moisture damage in hot mix asphalt using simple performance and superpave indirect tensile tests, Construction and Building Materials, 22(9) (2008) 1950-1962.
[4] F. Xiao, J. Jordan, S. Amirkhanian, Laboratory investigation of moisture damage in warm-mix asphalt containing moist aggregate, Transportation Research Record: Journal of the Transportation Research Board, (2126) (2009) 115-124.
[5] H. Wen, Fatigue performance evaluation of WesTrack asphalt mixtures based on viscoelastic analysis of indirect tensile test, (2001).
[6] D. Packham, Work of adhesion: contact angles and contact mechanics, International journal of adhesion and adhesives, 16(2) (1996) 121-128.
[7] W.J. Steyn, Applications of nanotechnology in road pavement engineering, in: Nanotechnology in Civil Infrastructure, Springer, 2011, pp. 49-83.
[8] S. Ghaffarpour Jahromi, A. Khodaii, Identification effect of nanoclay on engineering properties of asphalt mixtures, Amirkabir International Journal of Modeling, Identification, Simulation & Control, 41(1) (2009) 49-57.
[9] G.H. Hamedi, The Effect of Asphalt Binder Modification with SBR Polymer on Moisture Sensitivity of Hot Mix Asphalt, AUT Journal of Civil Engineering, 50(5) (2017) 865-876.
[10] F.M. Nejad, A. Azarhoosh, G.H. Hamedi, M. Azarhoosh, Influence of using nonmaterial to reduce the moisture susceptibility of hot mix asphalt, Construction and Building Materials, 31 (2012) 384-388.
[11] A. Akbari, A. Modarres, Effect of clay and lime nano-additives on the freeze–thaw durability of hot mix asphalt, Road Materials and Pavement Design, 18(3) (2017) 646-669.
[12] A. Azarhoosh, F. Moghaddas Nejad, A. Khodaii, Evaluation of the effect of nano-TiO2 on the adhesion between aggregate and asphalt binder in hot mix asphalt, European Journal of Environmental and Civil Engineering, (2016) 1-16.
[13] ASTM D3515-01, Standard Specification for Hot-Mixed, Hot-Laid Bituminous Paving Mixtures, 2009.
[14] M. Pilar, J. Sunol, J. Bonastre, L. Escoda, Influence of process control agents in the development of a metastable Fe–Zr based alloy, Journal of Non-Crystalline Solids, 353(8-10) (2007) 848-850.
[15] J. Tanzadeh, F. Vahedi, P.T. Kheiry, R. Tanzadeh, Laboratory study on the effect of nano TiO2 on rutting performance of asphalt pavements, in: Advanced Materials Research, Trans Tech Publ, 2013, pp. 990-994.
[16] D. Cheng, D. Little, R. Lytton, J. Holste, Surface energy measurement of asphalt and its application to predicting fatigue and healing in asphalt mixtures, Transportation Research Record: Journal of the Transportation Research Board, (1810) (2002) 44-53.
[17] A. Bhasin, D.N. Little, Characterization of aggregate surface energy using the universal sorption device, Journal of Materials in Civil Engineering, 19(8) (2007) 634-641.
[18] A.W. Hefer, Adhesion in bitumen-aggregate systems and quantification of the effect of water on the adhesive bond, Texas A&M University, 2005.
[19] D. Cheng, D.N. Little, R.L. Lytton, J.C. Holste, Use of surface free energy properties of the asphalt-aggregate system to predict moisture damage potential (with discussion), Journal of the association of asphalt paving technologists, 71 (2002).
[20] M. Solaimanian, R.F. Bonaquist, V. Tandon, Improved conditioning and testing procedures for HMA moisture susceptibility, Transportation Research Board, 2007.