Research Article

Application of Linear Viscoelastic Properties in Semianalytical Finite Element Method with Recursive Time Integration to Analyze Asphalt Pavement Structure

Table 3

Prony series parameters used in ABAQUS.

Layerg1g2τ1 (s)τ2 (s)

Surface course0.425220.5747733.3445285.719
Binder course0.335930.6640634.65772605.26
Asphalt base course0.332850.6671435.57702618.16