Research Article
Experimental Investigation of Cement/Soda Residue for Solidification/Stabilization of Cr-Contaminated Soils
Table 1
Basic physical properties of the tested soil.
| Density (g/cm3) | Natural water content (%) | Specific gravity | Liquid limit (%) | Plastic limit (%) | Maximum dry density (g/cm3) | Optimum water content (%) |
| 1.92 | 25.5 | 2.669 | 49.4 | 24.8 | 1.663 | 21.2 |
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