Research Article
Effect of Curing Condition on the Compressive Mechanical Behavior of Clayey Soil Stabilized with Liquid Polymer
Table 1
Physical properties of soil.
| Soil properties | Values |
| Specific gravity | 2.71 | Consistency limit | | Liquid limit (%) | 38 | Plastic limit (%) | 21 | Plasticity index (%) | 17 | USCS classification | CL | Grain fractions | | Sand (%) | 12.6 | Slit (%) | 46.1 | Clay (%) | 41.3 | Compaction study | | Optimum water content (%) | 18 | Maximum dry density (kg/m3) | 1,700 |
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