Research Article

Research on the Prediction Model of the Friction Coefficient of Asphalt Pavement Based on Tire-Pavement Coupling

Table 2

Testing conditions of tire-pavement static contact.

Testing itemsSpecific parameter range

Pavement textures0.46, 1.29, 1.41
Tire load (N)150, 200, 250
Tire pressure (bar)1.5, 2.0, 2.5, 3.0

Note. The MPD value is obtained from the specimens of AC, SMA, and OGFC by laser scanning.