Research Article
Effect of Sand Compaction Piles on the Swelling and Shrinkage Behavior of Expansive Soil
Table 1
Properties of used expansive clay soil.
| | Properties | Values |
| | Specific gravity | 2.66 | | Sand | 2% | | Silt | 22% | | Clay | 76% | | Liquid limit (%) | 85 | | Plastic limit (%) | 32.4 | | Plasticity index (%) | 52.6 | | Free swell index (%) | 177 | | Natural dry density (kN//m3) | 20.21 | | Natural moisture content (%) | 8.69 | | USCS and IS classification | CH |
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