Abstract:To address the issues of low construction efficiency, insufficient early strength and poor high-temperature stability of traditional semi-flexible materials in the repair of expressway pavement distresses, and realize the rapid and durable repair of diseases, the research is conducted on the component design, performance optimization and construction process simplification of rapid-repair semi-flexible materials. The single-particle size limestone aggregates of 4.75~9.5 mm is used to prepare the cold patching materials. The polyurethane and river sand composite modified fast-setting cement grouting material with a dosage of 5% of the cement mass is selected. The material performance is verified through dynamic stability tests, Marshall tests and other methods, and the construction process is simplified simultaneously. The dynamic stability of the optimized material reaches 13 000 times/mm, being 225 % higher than the specification requirements. The Marshall stability reaches 29 kN, being 93.3% higher than the standard requirements. The compressive strength of the grouting material after 30 minutes of curing reaches 80% of the designed strength, meeting the requirement of opening traffic for half an hour. The simplified construction process does not require large-scale equipment, enabling the completion of repair work within 1.5h, providing the technical support for the rapid and durable repair of expressway pavement distresses.