Response Analysis of Asphalt Pavement under Dynamic Loadings: Loading Equivalence

Table 3

Creep parameters of the asphalt mixture.

Asphaltic layers	Temperature(°C)	A	n	m	R^2
SMA-13	20	6.536E-11	0.937	-0.592	0.9326
	30	3.325E-9	0.862	-0.587	0.9459
	40	1.446E-8	0.792	-0.577	0.9420
	50	1.39E-6	0.414	-0.525	0.9244
	60	1.464E-5	0.336	-0.502	0.9049
Sup20	20	4.58E-11	0.944	-0.596	0.9264
	30	2.461E-9	0.796	-0.585	0.9227
	40	3.673E-8	0.773	-0.570	0.9364
	50	4.802E-6	0.595	-0.532	0.8494
	60	7.778E-5	0.384	-0.441	0.9138
Sup25	20	4.59E-11	0.922	-0.581	0.9377
	30	3.461E-9	0.859	-0.576	0.9208
	40	1.956E-8	0.830	-0.562	0.9063
	50	1.200E-6	0.322	-0.522	0.8015
	60	3.755E-5	0.210	-0.418	0.8994