Research Article
Experimental Study on the Utilization of Fine Steel Slag on Stabilizing High Plastic Subgrade Soil
Table 1
Physical characteristics and Atterberg limits of the considered soil.
| Property | Soil |
| Gravel (%) | 0.0 | Sand (%) | 11.6 | Silt (%) | 50.1 | Clay (%) | 38.3 | Liquid limit (%) | 62.4 | Plastic limit (%) | 28.5 | Plasticity index (%) | 33.9 | Specific gravity | 2.72 | Activity | 0.89 |
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