1. Buttlar, W.G. and Roque, R., "Evaluation of empirical and theoretical models to determine asphalt mixture stiffnesses at low temperatures (with discussion)", Journal of the Association of Asphalt Paving Technologists, Vol. 65, (1996), 99–141.
2. Li, G., Li, Y., Metcalf, J. and Pang, S.-S., "Elastic modulus prediction of asphalt concrete", Journal of Materials in Civil Engineering, Vol. 11, No. 3, (1999), 236-241.
3. Zhu, H. and Nodes, J.E., "Contact based analysis of asphalt pavement with the effect of aggregate angularity", Mechanics of Materials, Vol. 32, No. 3, (2000), 193-202.
4. Arabani, M. and Ferdowsi, B., "Evaluating the semi-circular bending test for hma mixtures", International Journal of Engineering-Transactions A: Basics, Vol. 22, No. 1, (2008), 47-58.
5. Kim, Y.-R. and Little, D., "Linear viscoelastic analysis of asphalt mastics", Journal of Materials in Civil Engineering, Vol. 16, No. 2, (2004), 122-132.
6. Deshpande, V. and Cebon, D., "Uniaxial experiments on idealized asphalt mixes", Journal of Materials in Civil Engineering, Vol. 12, No. 3, (2000), 262-271.
7. Deshpande, V. and Cebon, D., "Steady-state constitutive relationship for idealised asphalt mixes", Mechanics of Materials, Vol. 31, No. 4, (1999), 271-287.
8. Bandyopadhyaya, R., Das, A. and Basu, S., "Numerical simulation of mechanical behaviour of asphalt mix", Construction and Building Materials, Vol. 22, No. 6, (2008), 1051-1058.
9. Zhao, Y., "Permanent deformation characterization of asphalt concrete using a viscoelastoplastic model", (2002).
10. Bahuguna, S., "Permanent deformation and rate effects in asphalt concrete: Creep modeling and numerical implementation [d]", Cleveland: Department of Civil Engineering, Case Western Reserve University, (2003).
11. Kettil, P., Lenhof, B., Runesson, K. and Wiberg, N.-E., "Simulation of inelastic deformation in road structures due to cyclic mechanical and thermal loads", Computers & structures, Vol. 85, No. 1-2, (2007), 59-70.
12. González, J.M., Canet, J.M., Oller, S. and Miró, R., "A viscoplastic constitutive model with strain rate variables for asphalt mixtures—numerical simulation", Computational Materials Science, Vol. 38, No. 4, (2007), 543-560.
13. Chen, F., Sun, Z.-q., Xu, J.-c. and Zhang, J.-y., "A composite material model for investigation of micro-fracture mechanism of brittle rock subjected to uniaxial compression", Journal of Central South University of Technology, Vol. 8, No. 4, (2001), 258-262.
14. Ghasemi, M. and Marandi, S., "Laboratory studies of the effect of recycled glass powder additive on the properties of polymer modified asphalt binders", (2013).
15. Courtney, T.H., "Mechanical behavior of materials, Waveland Press, (2005).
16. Barbero, E., Time–temperature–age superposition principle for predicting long-term response of linear viscoelastic materials, in Creep and fatigue in polymer matrix composites. 2011, Elsevier.48-69.
17. Officials, T., "Aashto guide for design of pavement structures, 1993, AASHTO, Vol. 1, (1993).
18. Huang, Y.H., "Pavement analysis and design", (2004).
19. Behbahani, H., Ziari, H. and Kamboozia, N., "Evaluation of the visco-elasto-plastic behavior of glasphalt mixtures through generalized and classic burger’s models modification", Construction and Building Materials, Vol. 118, (2016), 36-42.
20. Arabani, M., "Evaluation of rough set theory for decision making of rehabilitation method for concrete pavement", (2005).
21. Koza, J.R., "Genetic programming: On the programming of computers by means of natural selection, Cambridge,Massachusetts, The MIT Press, (1992).
22. Sundin, S. and Braban‐Ledoux, C., "Artificial intelligence–based decision support technologies in pavement management", Computer‐Aided Civil and Infrastructure Engineering, Vol. 16, No. 2, (2001), 143-157.
23. Chan, W.T., Fwa, T. and Hoque, K.Z., "Constraint handling methods in pavement maintenance programming", Transportation Research Part C: Emerging Technologies, Vol. 9, No. 3, (2001), 175-190.
24. Tack, J. and J. Chou, E., "Multiyear pavement repair scheduling optimization by preconstrained genetic algorithm", Transportation Research Record: Journal of the Transportation Research Board, 1816, (2002), 3-8.
25. Tsai, B.-W., Kannekanti, V. and Harvey, J., "Application of genetic algorithm in asphalt pavement design", Transportation Research Record: Journal of the Transportation Research Board, 1891, (2004), 112-120.
26. Tsai, B.-W., Harvey, J. and Monismith, C., "Using the three-stage weibull equation and tree-based model to characterize the mix fatigue damage process", Transportation Research Record: Journal of the Transportation Research Board, 1929, (2005), 227-237.
27. Alavi, A. H. , Ameri, M., Gandomi, A.H. and Mirzahosseini, M.R., "Formulation of flow number of asphalt mixes using a hybrid computational method", Construction and Building Materials, Vol. 25, No. 3, (2011), 1338-1355.