Research Article
Effect of Selected Nanospheres on the Mechanical Strength of Lime-Stabilized High-Plasticity Clay Soils
Table 2
Physical properties and Atterberg limits of the studied high-plasticity clay soil.
| Parameter | Value |
| Gs | 2.7 | Liquid limit (LL) (%) | 62.5 | Plastic limit (PL) (%) | 30.11 | Plasticity index (PI) (%) | 32.39 | Maximum dry density (MDD) (kg/m3) | 1470 | Optimum moisture content (OMC) (%) | 23 | Unconfined compressive strength (UCS) (kPa) | 174.55 | Unsoaked California bearing ratio (CBR) (%) | 4.9 |
|
|