Effectiveness of Micro- and Nanomaterials in Asphalt Mixtures through Dynamic Modulus and Rutting Tests

Table 4

ANOVA results of the rut depths of the micro- and nanomodified asphalt mixtures.

Source	Influence level (control and modified asphalt mixtures)
	C	1	2	3	4	5
C	—	S	S	S	S	S
1		—	S	S	S	S
2			—	S	S	S
3				—	S	S
4					—	S
5						—

Note: the significance level is 0.05; C: control; 1: 4% NMN; 2: 4% PMN; 3: 6% NS; 4: 4% MCF; 5: 4% Nanomer; N: nonsignificant; S: significant.