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

Table 13

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

F-T cycle			(%)	RMSE (%)			(%)	RMSE (%)
0	0	0.00	0.00	1.01	4.26	4.26	0.00	0.03
1	20	19.98	0.10		4.88	4.89	0.20
3	29	29.84	2.90		5.36	5.35	0.19
6	40	39.39	1.53		5.94	5.95	0.17
10	47	47.15	0.32		6.71	6.69	0.30
11	—	51.57	—		—	7.23	—
12	—	52.42	—		—	7.34	—
13	—	53.27	—		—	7.46	—
14	—	54.13	—		—	7.57	—
15	53	55.00	3.77		7.76	7.69	0.90