In order to improve the applicability of pervious concrete in the seasonal frozen region, and exploit the utilization value of solid waste materials,this experiment used orthogonal design to explore the mechanical properties and freeze-thaw damage of glass-rubber compounded pervious pavements were investigated using an orthogonal design.The results showed that the quality mix ratio of pervious concrete pavement based on light load was 20% porosity, 0.26 water-cement ratio, 6% rubber particles and 20% glass powder. The freeze-thaw durability test conducted on different permeable concrete samples showed that the permeable concrete with composite doping of glass powder and rubber particles had an average increase of 13.93% and 38.82% in frost resistance compared to the single-doped rubber particle and control groups. The modified compound pervious concrete can combine permeability and strength performance to meet the mechanical performance and durability requirements while achieving the goal of reducing ecological pressure and production costs, which has important application value in the field of road construction and Sustainable development.