Research Article
Experimental Study on the Production and Mechanical Behavior of Compressed Lime-Cement-Stabilized Interlock Soil Blocks
Table 2
Soil consistency test result.
| Test | Soil A | Soil B |
| Liquid limit (LL %) | 46 | 30 | Plastic limit (PL %) | 22 | 27 | Plastic index (PI %) | 24 | 3 | Optimum moisture content (%) | 23.17 | 16.89 | Maximum dry unit weight (kN/m3) | 14.13 | 15.25 | Specific gravity | 2.63 | 2.73 |
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