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

Figure 7

The normalized (a) longitudinal displacements; (b) vertical displacements; and (c) vertical stress in the ground (0, 0, −1 m) under moving point load at 70 m/s.

(a)

(b)

(c)