Research Article
Experimental Study on Stabilized Expansive Soil by Blending Parts of the Soil Kilned and Powdered Glass Wastes
Table 1
Native soil geotechnical properties.
| | 
 |  | Geotechnical properties | Values |  | 
 |  | Grain analysis | Gravel (%) | 1.96 |  | Sand (%) | 2.68 |  | Silt (%) | 35.36 |  | Clay (%) | 60 |  | Natural moisture content (%) | 14.1 |  | Average specific gravity (g/cm3) | 2.01 |  | Liquid limit (%) | 93.84 |  | Plastic limit (%) | 35.05 |  | Plasticity index (%) | 58.79 |  | Free swell (%) | 135 |  | 
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