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

Table 7

Loading parameters of the asphalt pavement [48].

Axle load, P (kg)	Contact pressure,p (MPa)	Contact area, A (mm^2)	Wheel width,W (mm)	Wheel length, L (mm)	Distance between two wheel centers
					d (mm)	D (mm)
10,000	0.70	35,256	156	226	320	1600
12,500	0.76	40,172	166	242	320	1600
15,000	0.82	45,056	176	256	320	1600
17,500	0.85	50,220	186	270	320	1600
20,000	0.89	55,185	195	283	320	1600