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

Table 1

Geometry and identical material properties of the pavement in both programs.

Layer	Thickness (mm)	E (MPa)	µ
Surface course	40	See Tables 2 and 3	0.35
Binder course	60	See Tables 2 and 3	0.35
Asphalt base course	70	See Tables 2 and 3	0.35
Road base course	250	1500	0.49
Subbase	250	1200	0.49
Subgrade	5000	50	0.49