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

Table 11

Prediction results of and for CRDSMA based on regression model.

F-T cycle			(%)	RMSE (%)			(%)	RMSE (%)
0	0	8.18	—	1.96	4.08	4.32	5.88	0.58
1	11	13.48	22.55		4.74	4.70	0.84
3	25	22.77	8.92		5.54	5.34	3.61
6	34	33.42	1.71		5.86	5.96	1.71
10	39	41.49	6.38		6.35	6.19	2.52
11	—	42.41	—		—	6.14	—
12	—	42.89	—		—	6.05	—
13	—	42.94	—		—	5.91	—
14	—	42.55	—		—	5.73	—
15	43	41.72	2.98		6.87	5.50	19.94