Long-Term Deformation Analysis of Recycled Construction Waste Subgrade Filler

Table 6

Results of the CBR test.

Compaction work (kJ/m^3)	Sample	Swelling capacity (%)	Average (%)	CBR value (%)	Average (%)
2677.2	Sample 1	0.0108	0.0097	96.49	97.66
	Sample 2	0.0167		97.64
	Sample 3	0.0017		98.85