This invention proposes a semi-flexible pavement material, composed of the following components by
mass percentage: the parent
asphalt mixture adopts the OGFC type, with a target
porosity controlled at 22%-24%, and the total aggregate proportion is 100%, of which recycled coarse aggregate (9.5-4.75mm) accounts for 26%-30%, limestone aggregate (9.5-4.75mm) accounts for 15%-19%, recycled fine aggregate (0-4.75mm) accounts for 22%-26%, limestone fine aggregate accounts for 26%-30%, and mineral
powder accounts for 2%-4%. SBS modified
asphalt is added externally at an
asphalt-aggregate ratio of 4.3%-4.7%; the total dry content of
cement-based grouting material is 100%, with P·O42.5
cement accounting for 32%-38%, secondary
fly ash accounting for 22%-28%, granulated
blast furnace slag powder accounting for 8%-12%, and natural fine sand accounting for 28%-32%. High-efficiency water-
reducing agent is added externally according to the weight of the cementitious materials, at a dosage of 0.5%-0.7%, with the water-
cement ratio controlled at 0.39-0.41. The
mass ratio of cement grouting material to the parent asphalt mixture is 1:4.5-1:4.9. This invention uses crushed
construction waste as aggregate to replace the original
basalt aggregate in semi-flexible pavements, realizing the resource recycling and utilization of construction
solid waste, effectively disposing of
demolition waste, and reducing soil and
water pollution caused by
solid waste landfill.