Laboratory investigation of the Self-healing and deicing Performance of the WMA Mixtures containing Zinc Slag Filler

Document Type : Research Paper

Authors

1 Professor, Head of Department of Transportation, School of Civil Engineering, K.N.Toosi University of Technology, Tehran 1996715433, Iran

2 Civil engineering Department, K. N. Toosi, University, Tehran, Iran

Abstract

Nowadays, regarding the scarcity and non-renewability of natural resources and environmental issues, the use of waste materials in asphalt mixtures has been very popular. Besides, zinc slag has the potential to absorb microwave radiation because of its conductive nature. The main objective of this study is to investigate the feasibility of using zinc slag as a filler in warm mix asphalt (WMA) mixtures to examine the potential of deicing and self-healing. To evaluate de-icing potential, some tests on deicing potential of asphalt mixtures using microwave heating, including Ice-melting capability test, ice falling time, self-healing during deicing, and stability of WMA samples incorporating different contents of zinc slag filler (0, 35%, 70%, and 100% of total filler weight) were carried out. The results show that if 100% zinc slag filler is used in WMA asphalt mixture, the ratio of self-healing during deicing is the best; additionally, the results indicate that the ice melting speed of the WMA mixture containing 100% BOF filler was 68% higher than that of the control mixture.

Keywords


  •  Aktaş, B. and Aslan, Ş. 2016. “Laboratory evaluation on waste slag produced zinc industry as mineral filler”. In: Stone Mastic Asphalt, 6th Eurasphalt & Eurobitume Congress, 1-3 June 2016, Prague, Czech Republic, https://doi.org/10.14311/EE.2016.383

    Aubert, J. E., Husson, B. and Sarramone, N. J. 2006. “Utilization of municipal solid waste incineration (MSWI) fly ash in blended cement. Part 1: Processing and characterization of MSWI fly ash”. J. Hazard. Mater., 136: 624-631.

    Bayerl, T., Duhovic, M., Mitschang, P. and Bhattacharyya, D. 2014. “The heating of polymer composites by electromagnetic induction–a review”. Compos. Part A: Appl. Sci. Manuf., 57: 27-40.

    Chen, M. Y., Wu, S. P., Zhang, Y. and Wang, H. 2010. “Effects of conductive filler on temperature distribution of asphalt pavement”. Phys. Scripta, T139.

    Chen, Z., Wu, S., Xiao, Y., Zeng, W., Yi, M. and Wan, J. 2016. “Effect of hydration and silicone resin on basic oxygen furnace slag and its asphalt mixture”. J. Clean. Prod., 112: 392-400.

    Concha, J. L. and Norambuena-Contreras, J. 2020. “Thermophysical properties and heating performance of self-healing asphalt mixture with fibres and its application as a solar collector”. Appl. Therm. Eng., 178: 115632.‏

    Cyr, M., Aubert, J. E., Husson, B. and Clastres, P. 2004. “Recycling waste in cement based materials: A studying methodology”. Conference on the Use of Recycled Materials in Building and Structures - RILEM 2004, pp. 306-315.

    Fakhri, M., Javadi, S., Sedghi, R., Arzjani, D. and Zarrinpour, Y. 2019. “Effects of deicing agents on moisture susceptibility of the WMA containing recycled crumb rubber”. Constr. Build. Mater., 227: 116581.

    • Fakhri, M., Baveli Bahmai, B., Javadi, S., Sharafi, M. 2020. “An evaluation of the mechanical and self-healing properties of warm mix asphalt containing scrap metal additives”. Clean. Prod., 253: 119963. https://doi.org/10.1016/j.jclepro.2020.119963

    Gao, J., Guo, H., Wang, X., Wang, P., Wei, Y., Wang, Z., Huang, Y. and Yang, B. 2019.  “Microwave deicing for asphalt mixture containing steel wool fibers”. J. Clean. Prod., 206: 1110-1122.

    Larsen, O., Moen, O., Robertus, O. and Koenders, B. 2004. “WMA foam asphalt production at lower operating temperatures as an environmental friendly alternative to HMA”. In: 3rd E & E Congress, Vienna.

    Minsk, L. D. 1968. “Electrically conductive asphalt for control of snow and ice accumulation”. Transport. Res. Board, 227: 57-63.

    Nabiun, N. and Khabiri, M. M. 2016. “Mechanical and moisture susceptibility properties of HMA containing ferrite for their use in magnetic asphalt”. Constr. Build. Mater., 113: 691-697.‏

    Nalbandian, K. M., Carpio, M. and González, Á. 2021. “Analysis of the scientific evolution of self-healing asphalt pavements: Toward sustainable road materials”. J. Clean. Prod., 293: 126107.‏

    Norambuena-Contreras, J., Gonzalez, A., Concha, J. L., Gonzalez-Torre, I. and Schlangen, E. 2018. “Effect of metallic waste addition on the electrical, thermophysical and microwave crack-healing properties of asphalt mixtures”. Constr. Build. Mater., 187: 1039-1050.

    Ouyang, C., Wang, S., Zhang, Y. and Zhang, Y. 2006. “Improving the aging resistance of asphalt by addition of zinc dialkyldithiophosphate”. Fuel, 85(7-8): 1060-1066.‏

    Perez, I., Pasandin, A. R. and Medina, L. 2011. “Hot mix asphalt using C&D waste as coarse aggregates”. Mater. Design, 36: 840-846.

    Saltan, M., Terzi, S. and Karahancer, S. 2018. “Mechanical behavior of bitumen and hot-mix asphalt modified with zinc oxide nanoparticle”. J. Mater. Civ. Eng., 31(3): 04018399.‏

    Sun, Y., Wu, S., Liu, Q., Hu, J., Yuan, Y. and Ye, Q. 2018. “Snow and ice melting properties of self-healing asphalt mixtures with induction heating and microwave heating”. Appl. Therm. Eng., 129: 871-883.‏

    Taherkhani, H. and Vahabi Kamsari, S. 2020. “Evaluating the properties of zinc production wastes as filler and their effects on asphalt mastic”. Constr. Build. Mater., 265: 120748.‏

    Xiao, F., Punith, V. S. and Amirkhanian, S. N. 2012. “Effects of non-foaming WMA additives on asphalt binders at high performance temperatures”. Fuel, 94, 144-155.‏

    Xu, H., Wu, S., Li, H., Zhao, Y. and Lv, Y. 2020. “Study on recycling of steel slags used as coarse and fine aggregates in induction healing asphalt concretes”. Mater., 13(4): 889.‏

    Zaumanis, M. 2010. “Warm mix asphalt investigation”. MSc. Thesis, Tech. University of Denmark.

    Zhang, J., Fan, Z., Hu, D., Hu, Z., Pei, J. and Kong, W. 2018. “Evaluation of asphalt–aggregate interaction based on the rheological properties”. Int. J. Pavement Eng., 19(7): 586-592.‏