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

Table 12

Prediction results of and for CRSSMA based on regression model.

F-T cycle			(%)	RMSE (%)			(%)	RMSE (%)
0	0	8.97	—	1.23	4.09	4.04	1.22	0.17
1	12	13.33	11.08		4.21	4.26	1.19
3	22	21.07			4.58	4.68	2.18
6	31	30.24			5.42	5.32	1.85
10	36	37.91	5.31		6.01	6.17	2.66
11	—	39.01	—		—	6.39	—
12	—	39.79	—		—	6.60	—
13	—	40.25	—		—	6.81	—
14	—	40.38	—		—	7.03	—
15	41	40.18	2.00		6.89	7.24	5.08