Research Article

Combined Effect of Compaction Methods and Loading Conditions on the Deformation Behaviour of Unbound Granular Material

Table 2

Aggregate gradation.

Diameter (mm)Pass percent (%)
Strong skeleton gradationSpecification gradation

31.5100100
196484
165876
13.25268.5
9.54656.5
4.753635
2.362823.5
1.182316
0.61911
0.3157.5
0.15115
0.07583.5