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

Table 10

Prediction results of and for CRSMA based on regression model.

F-T cycle			(%)	RMSE (%)			(%)	RMSE (%)
0	0	15.41	—	0.78	4.26	4.59	7.75	0.18
1	20	20.13	0.65		4.88	4.82	1.23
3	29	28.60	1.38		5.36	5.27	1.68
6	40	38.90	2.75		5.94	5.96	0.34
10	47	48.12	2.38		6.71	6.87	2.38
11	—	49.62	—		—	7.09	—
12	—	50.80	—		—	7.32	—
13	—	51.65	—		—	7.55	—
14	—	52.18	—		—	7.78	—
15	53	52.39	1.15		7.76	8.00	3.09