Fabrication and characterization of multiphase bituminous materials for cold region pavements

Journal of Infrastructure Preservation and Resilience

Table 3 Huet model fitted parameter under all testing temperatures

Materials	Temperatures	E_∞ (MPa)	δ	k	h	log(τ₀)	R²
Mixture	-6 ºC	20,000	2.81	0.21	0.58	1.811	0.999
	-12 ºC	20,000	2.81	0.21	0.58	2.354	0.997
	-18 ºC	20,000	2.81	0.21	0.58	2.963	0.998
FAM	-6 ºC	15,000	2.90	0.21	0.59	1.403	0.994
	-12 ºC	15,000	2.90	0.21	0.59	1.922	0.991
	-18 ºC	15,000	2.90	0.21	0.59	2.862	0.989
Mastic_mixture	-6 ºC	5500	3.13	0.22	0.60	-0.575	0.964
	-12 ºC	5500	3.13	0.22	0.60	0.436	0.995
	-18 ºC	5500	3.13	0.22	0.60	1.733	0.996
Mastic_FAM	-6 ºC	5500	3.94	0.22	0.61	-0.214	0.997
	-12 ºC	5500	3.94	0.22	0.61	0.741	0.998
	-18 ºC	5500	3.94	0.22	0.61	1.900	0.993
Binder	-6 ºC	3000	5.91	0.23	0.64	-0.866	0.999
	-12 ºC	3000	5.91	0.23	0.64	0.092	0.998
	-18 ºC	3000	5.91	0.23	0.64	1.424	0.998