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

Table 2

Viscoelastic parameters of asphalt course in Prony Series.

Relaxation time	Prony series parameters
1000	0.000541
100	0.000902
10	0.002705
1	0.007663
0.1	0.025243
0.01	0.071131
0.001	0.148753
0.0001	0.185896
0.00001	0.457167
Instantaneous modulus	10,000 MPa