[1] Abbas, A., Nibras, A. A., Layth, A. M., Zahraa, Y., Haneen, M., & Mortada, H. (2019). Laboratory investigation on the properties of asphalt concrete mixture with GGBFS as filler. IOP conference series: material science engineering, 557, 1-12.
[2] Adanikin, A., Oyedepo, O. J., Ajayi, J. A., & Agbetanmije, K. (2019). Laboratory study of the use of alternative materials as fillers in asphaltic concretes. International journal of scientific research engineering and technology (IJSRET), 8(6), 249-261.
[3] Asphalt Institute. (2014). MS-2 asphalt mix design methods. Retrieved from https://yapim.otoyolas.com.tr/wp-content/uploads/kaliteyayinlari/16_EK_2_MS_2_asphalt_mix_design_methods.pdf
[4] Bakis, R., Koyuncu, H., & Damirbas, A. (2006). An investigation of waste foundry sand in asphalt concrete mixtures. Journal of waste management resources, 24(1), 269–274.
[5] Falade, F., Ikponmwosa, E., & Fapohunda, C. (2012). Potential of pulverized bone as a pozzolanic material. International journal of scientific & engineering research, 3(7), 1-6.
[6] Hossain, A., Khan, T., Ahmed, J. & Ashikuzzaman, M. (2019). Influence of fly ash as mineral filler in bituminous mix design. Trends in civil engineering and its architecture, 3(2), 364-369.
[7] Galan, J. J., Silva, L. M., Pérez, I., & Pasandín, A. R. (2019). Mechanical behavior of hot-mix asphalt made with recycled concrete aggregates from construction and demolition waste: A design of experiments approach.
Sustainability,
11(13).
https://doi.org/10.3390/su11133730
[8] Liu, G., Van De Ven, M. F. C., Molenaar, A. A., & Wu, S. P. (2012). Organo montmorillonite nanoclay; alternative modifier to sustain durability of asphalt pavement. InAlternative binders for sustainable asphalt pavements(pp. 37-48). Transportation Research Board.
[9] Manish, C. K., Karan, N., Jaibeer, C. (2019). Utilization of Saw Dust Ash as Mineral Filler in Hot Mix Bituminous Concrete. International journal of innovative research in science, engineering and technology, 8(1), 153-161.
[10] Mirković, K.,Tosic, N., Mladenovic, G. (2019). Effect of different types of fly ash on properties of asphalt mixtures.Advances in civil engineering. https://doi.org/10.1155/2019/8107264
[11] Mohammed, H., Afolabi, K. O., & Umoru, L. E. (2014). The preliminary assessment of some properties of asphaltic concrete with partial replacement of fine aggregate (sand) with crushed palm kernel shell. International journal of materials, methods and technologies, 2(1), 1-5.
[12] Nwaobakata, C., & CAgwunwamba, J. (2014). Influence of periwinkle shells ash as filler in hot mix asphalt. International journal of science and research, 3(7), 2369-2373.
[13] Oyedepo, O. J. (2017). Laboratory investigation of the use of crushed oyster shell and crushed palm-kernel shell in bituminous mix design. Malaysian journal of civil engineering, 29(1), 15-27.
[14] Šušteršič, E., Tušar, M., & Valant, A. Z. (2014). Asphalt concrete modification with waste PMMA/ATH. Materials and structures, 47(11), 1817-1824.
[15] Wikipedia (2014). Construction aggregate. Retrieved from https://en.wikipedia.org/wiki/Construction_aggregate
[16] Andrzejuk, W., Barnat-Hunek, D., & Góra, J. (2019). Physical properties of mineral and recycled aggregates used to mineral-asphalt mixtures.
Materials,
12(20).
https://doi.org/10.3390/ma12203437
[17] Zoorob, S. E., & Suparma, L. B. (2000). Laboratory design and investigation of the properties of continuously graded Asphaltic concrete containing recycled plastics aggregate replacement (Plastiphalt). Cement and concrete composites, 22(4), 233-242.