Research Article
Lime-Stabilized Black Cotton Soil and Brick Powder Mixture as Subbase Material
Table 1
Engineering properties of black cotton soil.
| Engineering property | Value |
| Specific gravity | 2.67 | Grain size analysis | | (a) Gravel size (%) | 0 | (b) Sand size (%) | 4 | (c) Fines (%) | 96 | Plasticity characteristics | | (a) Liquid limit (%) | 86 | (b) Plastic limit (%) | 40.6 | (c) Plasticity index (%) | 45.4 | IS classification | CH | Differential free swell (DFS) index (%) | 100 | IS light compaction | | Maximum dry density (g/cc) | 1.36 | Optimum moisture content (%) | 33 | Soaked CBR (%) | 1.17 |
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