Research Article
Model Testing of Encased Stone Column Composite Foundations under Traffic Loads
Table 2
Properties of the clay soils.
| Parameters | Value |
| Liquid limit | 64.6% | Plastic limit | 35.2% | Plastic index | 29.4% | Specific gravity | 2.55 | Moisture content of the clay | 42.5% | Undrained shear strength of the clay | 4.7 kPa | USCS symbol | CH |
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