The study evaluates the feasibility of using coal liquefaction residue (DCLR) as a substitute for mineral powder and DCLR-based polymers as a substitute for cement in emulsified asphalt mixtures containing 100 % recycled asphalt pavement (RAP). This research examines the impact of various curing regimes on the functional attributes of the modified emulsified asphalt mixtures by evaluating road performance, compressive strength, and elastic modulus. The findings indicate that DCLR can effectively substitute mineral powder, maintaining the mixture’s stability and durability. The "three-stage double compaction" curing technique significantly enhances mechanical properties. Furthermore, the incorporation of DCLR-based geopolymers augments the dynamic stability of the mixture, albeit slightly affecting bending strain and residual stability. The integration of DCLR-based geopolymers substantially boosts the shear resistance of cold-recycled mixtures. During the enhancement of mixture performance, DCLR primarily serves a physical filling role, whereas DCLR-based geopolymers contribute to performance improvement through physicochemical interactions. This study validates the practicality of employing DCLR in emulsified asphalt mixtures for high-temperature applications, suggesting a sustainable pathway for asphalt mixture design.