Microwave heating is an effective method to achieve autonomic crack healing in asphalt mixtures, and the use of microwave-absorbing materials can largely improve this healing efficiency. As a solid waste, coal gangue contains metal oxides, which shows the possibility of microwave heating. In order to further promote the application of coal gangue in the microwave healing of asphalt mixtures, this study looks into the synergistic effect of basalt and coal gangue powder (CGP) on the microwave heating self-healing of an asphalt mixture. The mechanical performance, water stability, low-temperature crack resistance and microwave healing efficiency of the asphalt mixture were investigated using the immersion Marshall test, standard Marshall test, Cantabro test and semi-circular bending (SCB), and healing tests, respectively. The results indicated that the addition of CGP in asphalt mixture can improve the microwave heating speed, which also showed a significant advantage in water stability and fracture energy recovery. The research results will further promote the utilization rate of coal gangue.

In this study, a modified alkali activated slag system is designed by introducing additional calcium and aluminum containing phases in the binder, aiming at promote the formation of Friedel's salt (Fs) within the reaction products and therefore achieve a better chloride binding capacity. The effect of calcium and alumina contents on phase composition, chloride binding behavior, pore structure and mechanical properties of alkali activated slag are investigated. The results show that the addition of Ca(OH)₂ and nano γ-Al₂O₃ (CH and NA) results in the residual CH within the reaction products, but when in present of chloride, all residual CH transformed into Fs or other phases. The chloride binding capacity of the binder is obviously enhanced by CH and NA addition, owing to the increased ability to chemically bind chloride through Fs formation. There also exists an optimum Ca/Al ratio of the starting material regarding the chloride binding capacity. Adding CH coarsen the pore structure of the hydrated matrix by increase the amount of pores with the sizes larger than 200 nm, while NA exhibits a contrary effect. The chloride chemically binding behavior, namely the formation of Fs, slightly reduced the porosity of the binder. The strength results illustrate the negative effect of CH on compressive strength, and NA presents a positive effect, the modified binding system is able to provide a comparable mechanical property when compared with the reference alkali activated mixture.