Response Analysis of Asphalt Pavement under Dynamic Loadings: Loading Equivalence

Table 2

Elasticity parameters of materials.

Materials	Elastic modulus (MPa)	Poisson ratio	Density (kg/m^3)
Asphalt mixture	See Table 1	See Table 1	2300
Cement stabilized gravel	1200	0.20	2200
Lime soil	300	0.30	2100
Soil base	45	0.40	1800