Effect Analysis of Vehicle System Parameters on Dynamic Response of Pavement

Table 1

Parameters of semirigid asphalt pavement.

Layer	Thickness/m	Modulus of elasticity/MPa	Poisson’s ratio/μ	Density/kg⋅m^−3	Damping rate/%
Surface course	0.18	1200	0.25	2600	0.05
Base course	0.2	2000	0.25	2300	0.05
Subbase course	0.2	800	0.25	1932	0.05
Soil course	1	50	0.4	1926	0.05