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

Table 5

Prediction equations.

Aggregate gradation	Compaction method	Prediction equation	R^2
Strong skeleton gradation	VVCM		0.982
Specification gradation	VVCM		0.966
Strong skeleton gradation	MPCM		0.953
Specification gradation	MPCM		0.951