Research Article
Settlement Characteristics of Split Grouting Pile Composite Foundation in Loess Areas
Table 6
Settlement calculation table.
| | Depth zi (m) | Self-weight stress σc (kPa) | Additional stress σz (kPa) | Average value of self-weight stress (kPa) | Average value of additional stress (kPa) | Settlement S (mm) |
| | 0 | 0 | 310 | | | | | 1 | 161.9 | 129.58 | 80.95 | 300.74 | 6.523 | | 2 | 180.2 | 47.12 | 171.05 | 259.4 | 5.62 | | 3 | 198.8 | 22.32 | 189.5 | 224.22 | 4.484 | | ∑ | | | | | 16.634 |
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