Influence of Degree of Compaction on Unsaturated Hydraulic Properties of a Compacted Completely Decomposed Granite

Table 1

Physical properties of test material.

Physical property	Value
Gravel (%)	42.0
Sand (%)	27.7
Silt (%)	17.1
Clay (%)	13.2
Particle size (effective) at which 10% of soil particles are finer, (mm)	0.002
Particle size at which 30% of soil particles are finer, (mm)	0.025
Particle size at which 60% of soil particles are finer, (mm)	0.793
Coefficient of curvature,	0.394
Coefficient of uniformity,	396.5
Plastic limit, (%)	24.1
Liquid limit, (%)	36.3
Plasticity index,	12.2
Specific gravity,	2.602
Optimum water content, (%)	19.0
Maximum dry density, (g/cm^3)	1.66