Investigation of the Effects of Evaporation Methods on the High-Temperature Rheological and Fatigue Performances of Emulsified Asphalt Residues

Table 3

VECD analysis parameter results of the LAS test for the emulsified asphalt residues.

Binder type	C0	C1	C2	A	B	α	(kPa)	R^2
70#	1.757	0.048	0.559	213069	−2.325	1.163	127	0.986
70#+K(DHM)	1.246	0.026	0.633	302052	−2.425	1.213	105	0.987
70#+K(EN)	1.508	0.152	0.370	419745	−2.665	1.332	66	0.910
70#+K(ASTM)	1.958	0.314	0.285	565058	−2.826	1.413	70	0.967
70#+E(DHM)	0.448	0.041	0.520	481109	−2.987	1.493	33	0.994
70#+E(EN)	1.664	0.042	0.569	349896	−2.505	1.253	132	0.992
70#+E(ASTM)	0.679	0.041	0.534	494815	−2.805	1.402	43	0.984
90#	1.556	0.045	0.570	145737	−2.229	1.114	118	0.986
90#+K(DHM)	1.304	0.022	0.670	175995	−2.244	1.122	118	0.983
90#+K(EN)	1.505	0.045	0.554	300217	−2.427	1.214	119	0.992
90#+K(ASTM)	1.598	0.044	0.557	457384	−2.606	1.303	126	0.992
90#+E(DHM)	2.217	0.057	0.563	198238	−2.515	1.257	150	0.982
90#+E(EN)	2.059	0.219	0.348	237099	−2.510	1.255	78	0.961
90#+E(ASTM)	1.674	0.031	0.620	228496	−2.335	1.168	132	0.984