Numerical Simulation Virtual Test of Torsion Shear for Asphalt Mixture

Table 1

Percentages of aggregate gradation.

Sieve size (mm)	D1	D2	D3	…	Dn−2	Dn−1	Dn = 2.36 mm	<2.36
Passing percentages (%)	100	PD2	PD3	…	PDn−2	PDn−1	P2.36	…
Individual percent retain on each sieve (%)	0	100 − PD2	PD2 − PD3	…	PDn−3 − PDn-2	PDn−2 − PDn−1	PDn−1 − P2.36	P2.36