Micromechanical Prediction Model of Viscoelastic Properties for Asphalt Mastic Based on Morphologically Representative Pattern Approach

Table 2

Different types of fillers gradation.

Mastic types	Sieve opening, mm (%)
	0.075	0.030	0.023	0.017	0.0077	0.0038	0.0029	0.0013
Coarse	100	50	43	29	14	8	3	0
Medium	100	57	50	36	21	15	10	7
Fine	100	64	57	43	28	22	17	10