Prediction of Viscoelastic Pavement Responses under Moving Load and Nonuniform Tire Contact Stresses Using 2.5-D Finite Element Method

Figure 13

Effects of width/length ratio on tensile strains for (a) 10.16 cm, (b) 15.24 cm, (c) 20.32 cm, and (d) 25.4 cm asphalt layer.

(a)

(b)

(c)

(d)