Influence of the Mesoscopic Viscoelastic Contact Model on Characterizing the Rheological Behavior of Asphalt Concrete in the DEM Simulation

Table 5

Material composition of asphalt concrete.

Aggregate gradation		Asphalt binder content		Air void		Asphalt mastic content
Sieve size (mm)	Mass (%)	Mass (%)	Volume (%)	Mass (%)	Volume (%)	Mass (%)	Volume (%)
16	100	4.5	10.9	0	4	27.4	31.8
13.2	87
9.5	70
4.75	40
2.36	28
1.18	24
0.6	18
0.3	11
0.15	8
0.075	7