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

Table 1

Material parameters of each pavement layer.

Pavement structure	Modulus (MPa)	Poisson’s ratio	Density (kg/m^3)	Thickness (cm)
Asphalt course	Viscoelastic	0.35	2400	10.16–25.40
Base course	108	0.35	1762	20.32
Subgrade	58.6	0.40	1762	—