Square footing (mm) | Sand relative density Dr(%) | Dimensions report b/B | Eccentricity e (mm) |
---|---|---|---|
150 × 150 | 30 | 0 | 0, 10, 20, 30,40 |
0.5 | 0, 10, 20, 30,40 | ||
1 | 0, 10, 20, 30,40 | ||
1.5 | 0, 10, 20, 30,40 | ||
50 | 0 | 0, 10, 20, 30,40 | |
0.5 | 0, 10, 20, 30,40 | ||
1 | 0, 10, 20, 30,40 | ||
1.5 | 0, 10, 20, 30,40 | ||
70 | 0 | 0, 10, 20, 30,40 | |
0.5 | 0, 10, 20, 30,40 | ||
1 | 0, 10, 20, 30,40 | ||
1.5 | 0, 10, 20, 30,40 |
Property | Value |
---|---|
Coefficient of uniformity (Cu) | 3.19 |
Coefficient of curvature (Cc) | 1.4 |
Specific gravity (Gs) | 2.65 |
Maximum dry density γd max (KN/m3) | 16.32 |
Minimum dry density γd min (KN/m3) | 14.31 |
D60 (mm) | 0.3 |
D10 (mm) | 0.094 |
Maximum void ratio | 0.672 |
Minimum void ratio | 0.551 |