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

Table 2

ANOVA results of the dynamic modulus of the micro- and nanomodified asphalt mixtures.

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

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