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

Table 6

Geometry and material properties of the pavement.

Layer	Thickness (mm)	E (MPa)	µ
Surface course	40	See Table 2	0.35
Binder course	50	See Table 2	0.35
Asphalt base course	110	See Table 2	0.35
Road base course	150	157.8	0.49
Subbase	570	125.7	0.49
Subgrade	2000	98.9	0.49