Response Analysis of Asphalt Pavement under Dynamic Loadings: Loading Equivalence

Table 1

Elasticity parameters of the asphalt mixture.

Asphaltic layers	Temperature (°C)	Elastic modulus (MPa)	Poisson ratio
SMA-13	20	870	0.25
	30	620	0.30
	40	554	0.35
	50	530	0.40
	60	526	0.45
Sup20	20	910	0.25
	30	752	0.30
	40	600	0.35
	50	440	0.40
	60	380	0.45
Sup25	20	1031	0.25
	30	900	0.30
	40	710	0.35
	50	500	0.40
	60	390	0.45