Response Analysis of Asphalt Pavement under Dynamic Loadings: Loading Equivalence

Table 4

Calculation parameters for asphaltic layers.

Asphaltic layers	Elastic modulus (MPa)	Density (kg/m^3)	Poisson ratio
AK-13A	1200	2500	0.25
AC-20C	1835	2500	0.25
AC-20F	1800	2500	0.25
Cement-stabilized gravel	1500	2400	0.25
Lime-fly-ash gravel	1400	2000	0.25
Lime soil	550	1930	0.35
Soil base	48	1900	0.40