Research Article
Use of Factory-Waste Shingles and Cement Kiln Dust to Enhance the Performance of Soil Used in Road Works
Table 1
Physical and mechanical properties of fine grained soil.
| Property | Value | Property | Value |
| Effective diameter, (D10), (mm) | 0.10 | Max. dry unit weight, (N/mm3 ) | 1.99eā5 | Nominal mean size, (D50), (mm) | 0.35 | Optimal moisture content, (%) | 9.00 | Uniformity coefficient, (Cu) | 3.90 | Specific gravity, Gs | 2.78 | Curvature coefficient, (Cc) | 1.30 | CBR (Unsoaked), (%) | 19.40 | Passing from sieve no. 200 | 5.00 | CBR (Soaked), (%) | 16.30 | Min. void ratio | 0.47 | Max. void ratio | 0.83 |
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