Granulometric parameters | Unit | Value |
---|---|---|
Percentage of medium-grained sand | % | 46.40 |
Percentage of fine-grained sand | % | 53.60 |
Effective grain size, D10 | m | 0.0018 |
D30 | m | 0.0030 |
D60 | m | 0.0050 |
Coefficient of uniformity, Cu | - | 2.78 |
Coefficient of curvature, Cc | - | 1.00 |
Soil class | - | SP |
Maximum dry specific gravity | kN/m3 | 17.06 |
Minimum dry specific gravity | kN/m3 | 15.03 |
Specific gravity | kN/m3 | 26.80 |