Effects of Diatomite and SBS on Freeze-Thaw Resistance of Crumb Rubber Modified Asphalt Mixture

Table 14

Prediction results of and for CRDSMA based on MGM (1, 2).

F-T cycle			(%)	RMSE (%)			(%)	RMSE (%)
0	0	0	0.00	0.91	4.08	4.08	0	0.11
1	11	11.62	5.64		4.74	4.80	1.27
3	25	24.98	0.08		5.54	5.44	1.81
6	34	33.39	1.45		5.86	5.96	1.71
10	39	38.72	0.72		6.35	6.31	0.63
11	—	40.24	—		—	6.50	—
12	—	40.42	—		—	6.53	—
13	—	40.72	—		—	6.57	—
14	—	40.94	—		—	6.6	—
15	43	41.17	4.26		6.87	6.64	3.35