Research Article
Effect of Fly Ash and Cement on the Engineering Characteristic of Stabilized Subgrade Soil: An Experimental Study
Table 2
Properties of subgrade soil.
| | Properties | Obtained value |
| | Moisture content | 5.28 | | Liquid limit | 27.5 | | Plastic limit | 17.5 | | Plasticity index | 10 | | pH | 4.03 | | Specific gravity | 2.72 | | Silt | 70.49 | | Clay | 13.76 | | Sand | 15.78 | | Free swell index | 0.410 | | Dry density (g/cm3) | 2.13 | | UCS (kPa) | 86.88 | | California bearing ratio | 2.91% |
|
|