Investigation of Permanent Deformation Behavior of Steel Slag Asphalt Mixture under Indoor Simulation

Table 5

Analysis results of dynamic stability for AC-16 steel slag asphalt mixture.

Number	Temperature (°C)	Stress (MPa)	Wet or dry	Dynamic stability (times/mm)
1	50	0.5	Wet	1625
2	50	0.7	Wet	1163
3	50	0.9	Dry	1747
4	60	0.5	Dry	2274
5	60	0.7	Wet	1058
6	60	0.9	Wet	876
7	70	0.5	Wet	806
8	70	0.7	Dry	1089
9	70	0.9	Wet	131
K1	4535	4705	5110
K2	4208	3310	2845
K3	2026	2754	2814
x̅1	1512	1568	1703
x̅2	1403	1103	948
x̅3	675	918	938
Rj	836	650	765