Finite Element (FE) Modeling of Indirect Tension to Cylindrical (IT-CY) Specimen Test for Damping Asphalt Mixtures (DAMs)

Table 2

Passing ratio of aggregates.

Aggregate size (mm)	Passing ratio
8	100
6.3	99.5
4	71
2	28.2
1	16
0.500	12
0.250	9.2
0.125	7.1
0.063	4.4