Research Article
Performance of Subgrade Soil Blended with Cement and Ethylene Vinyl Acetate
Table 5
Properties of soil utilized.
| Property of soil | Parameter | Value |
| Relative density | — | 2.65 | Atterberg limits | L.L | 35.8% | P.L | 19.3% | PI | 17.9 | USCS | SW | Compaction | OMC | 15.8% | MDD | 1.9 g/cm3 | Gradation | % Gravels | 0.0 | % Sand | 1.5 | % Silt | 63 | % Clay | 31.9 | D60 | 0.0109 mm | D30 | 0.0048 mm | D10 | 0.0011 mm | Coefficient of uniformity (Cu) | 9.7 | Coefficient of concavity (Cc) | 1.8 |
|
|