Research Article
Digital Evaluation of Vertical Compressive Bearing Capacity for Jet Grouting Pile-Mini Steel Pipe Pile Composite Foundation
Table 1
Recommended value of ultimate side friction resistance of each soil layer.
| | Number | Name of soil | The state of the soil | Recommended value of ultimate side friction resistance/kPa |
| | 1 | Silty clay | Plastic state, medium to high compressibility | 30 | | 2 | Silty clay | Soft plastic state, medium to high compressibility | 23 | | 3 | Mucky clay | High water content, high compressibility, flow plastic state | 18 | | 4 | Silty clay with sand | Medium compressibility, slightly dense∼moderately dense state | 40 | | 5 | Silty clay | Soft plastic state, high compressibility | 29 |
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