Research Article
Seepage Behavior of an Inclined Wall Earth Dam under Fluctuating Drought and Flood Conditions
Table 2
Particle composition of soil.
| | Particle composition (%) | Boundary size (mm) | | Gravel (>2 mm) | Coarse sand (2 mm~0.50 mm) | Medium sand (0.50 mm~0.25 mm) | Fine sand (0.25 mm~0.075 mm) | Silt (0.075 mm~0.005 mm) | Clay (<0.005 mm) | Effective particle size (d10) | Intermediate particle size (d30) | Average particle size (d50) | Restricted particle size (d60) |
| | 0.0 | 4.8 | 6.9 | 18.5 | 46.8 | 23.0 | 0.002 | 0.008 | 0.021 | 0.035 |
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