Research Article

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

Table 3

Physical parameters of unbound granular materials.

Abbr.Aggregate gradationCompaction methodMaximum dry density (g/cm3)Optimum moisture content (%)

GMStrong skeleton gradationVVCM2.4253.8

GFSpecification gradationVVCM2.4014.0

LX1Strong skeleton gradationMPCM2.3904.2

LX2Specification gradationMPCM2.3764.4