[1] White, S. R., Sottos, N. R., Geubelle, P. H., Moore, J. S., Kessler, M., Sriram, S. R., ... & Viswanathan, S. (2001). Autonomic healing of polymer composites. Nature, 409(6822), 794.
[2] Shan, L., Tan, Y., & Kim, Y. R. (2013). Establishment of a universal healing evaluation index for asphalt binder. Construction and Building Materials, 48, 74-79.
[3] Little, D. N., & Bhasin, A. (2007). Exploring mechanism of H ealing in asphalt mixtures and quantifying its impact. In Self healing materials (pp. 205-218). Springer, Dordrecht.
[4] Fischer, H. (2010). Self-repairing material systems―a dream or a reality?. natural Science, 2(8), 720-726.
[5] Qiu, J., Van de Ven, M., Wu, S., Yu, J., & Molenaar, A. (2012). Evaluating self healing capability of bituminous mastics. Experimental mechanics, 52(8), 1163-1171.
[6] Dai, Q., Wang, Z., & Hasan, M. R. M. (2013). Investigation of induction healing effects on electrically conductive asphalt mastic and asphalt concrete beams through fracture-healing tests. Construction and Building Materials, 49, 729-737.
[7] Uchida, K., Kurokawa, T., Himeno, K., & Nisizawa, T. (2002). Healing characteristics of asphalt mixture under high temperature conditions. JOURNAL OF PAVEMENT ENGINEERING, JSCE, 7, 29p1-29p11.
[8] Bonnaure, F. P., Huibers, A. H. J. J., & Boonders, A. (1982). A laboratory investigation of the influence of rest periods on the fatigue characteristics of bituminous mixes (with discussion). In Association of Asphalt Paving Technologists Proceedings(Vol. 51).
[9] Daniel, J. S., & Kim, Y. R. (2001). Laboratory evaluation of fatigue damage and healing of asphalt mixtures. Journal of Materials in Civil Engineering, 13(6), 434-440.
[10] Menozzi, A., Garcia, A., Partl, M. N., Tebaldi, G., & Schuetz, P. (2015). Induction healing of fatigue damage in asphalt test samples. Construction and Building Materials, 74, 162-168.
[11] Lee, N. K., Morrison, G. R., & Hesp, S. A. (1995). Low temperature fracture of polyethylene-modified asphalt binders and asphalt concrete mixes (with discussion). Journal of the Association of Asphalt Paving Technologists, 64.
[12] Kim, B., & Roque, R. (2006). Evaluation of healing property of asphalt mixtures. Transportation Research Record, 1970(1), 84-91.
[13] Little, D. N., Lytton, R. L., Chairl, B., Williams, D., & lTexas, A. M. (1998, August). An analysis of the mechanism of microdamage healing based on the application of micromechanics first principles of Fraci1jre and healing. Lino Lakes, MN: Association of Asphalt Paving Technologists.
[14] Bahia, H. U., Zhai, H., Bonnetti, K., & Kose, S. (1999). Non-linear viscoelastic and fatigue properties of asphalt binders. Journal of the Association of Asphalt Paving Technologists, 68, 1-34.
[15] Shafabakhsh, G. H., Ani, O. J., & Talebsafa, M. (2015). Artificial neural network modeling (ANN) for predicting rutting performance of nano-modified hot-mix asphalt mixtures containing steel slag aggregates. Construction and Building Materials, 85, 136-143.
[16] Liu, Q., Yu, W., Wu, S., Schlangen, E., & Pan, P. (2017). A comparative study of the induction healing behaviors of hot and warm mix asphalt. Construction and Building Materials, 144, 663-670.
[17] Lu X. (2013). Investigation of the Fracture Healing and Mechanism of Asphalt Binders. A dissertation submitted in partial fulfillment of the requirements for the degree of Doctor of Philosophy, Washington state university, Department of Civil and Environmental Engineering.
[18] Nazzal, M., Kaya, S., & Abu-Qtaish, L. (2012). Evaluation of WMA healing properties using atomic force microscopy. In 7th RILEM international conference on cracking in pavements (pp. 1125-1134). Springer, Dordrecht.
[19] Diab, A., You, Z. P., & Wang, H. N. (2013). Using modified creep and recovery tests to evaluate the foam-based warm mix asphalt contained nano hydrated lime. In Advanced materials research (Vol. 646, pp. 90-96). Trans Tech Publications.
[20] Diab, A., & You, Z. (2014). Rheological characteristics of nano-sized hydrated lime-modified foamed warm mix asphalt. In Pavement Materials, Structures, and Performance (pp. 79-89).
[21] Cheng, J., Shen, J., & Xiao, F. (2011). Moisture susceptibility of warm-mix asphalt mixtures containing nanosized hydrated lime. Journal of Materials in Civil Engineering, 23(11), 1552-1559.
[22] Xu, S., Xiao, F., Amirkhanian, S., & Singh, D. (2017). Moisture characteristics of mixtures with warm mix asphalt technologies–A review. Construction and Building Materials, 142, 148-161.
[23] Kavussi, A., Qorbani, M., Khodaii, A., & Haghshenas, H. F. (2013). Quantification of parameters affecting moisture resistance of warm mix asphalt using response surface methodology. In IJPC—International Journal of Pavements Conference, Sao Paulo, Brazil.
[24] Zalnezhad H., Galooyak S.S., Farahani H., Goli A. (2015). Investigating the Effect of Nano-Silica on the Specification of the Sasobit Warm Mix Asphalt. Petroleum & Coal, 57(5).
[25] Jafari Haghighatpour,P., Kaymanesh, M, Aliha, M., (2018)," Design of Optimized Asphalt Mixture Against Pure Mode Ш Fracture ",Ph.D. Thesis, Payame Noor University(PNU), Tehran- Iran
[26] Ameri, M., Hasani nia, M., Ziari, H., (2014)," Evaluation of fatigue strength of nano-silica-modified asphalt concrete", Transportation EngineeringYear Sixth Number II.