Research Article
Settlement Characteristics of Split Grouting Pile Composite Foundation in Loess Areas
Table 5
Summary of calculation results.
| | Number of layers | Depth from surface z (m) | Additional stress in soil p (kPa) | Soil thickness Hi (m) | Composite modulus Ecs (MPa) | Settling volume S1 (mm) |
| | 0 | 0 | 563 | 1 | 3.57 × 105 | | | 1 | 1 | 261.25 | 1 | 3.57 × 105 | | | 2 | 2 | 95 | 1 | 3.57 × 105 | | | 3 | 3 | 45 | 1 | 3.57 × 105 | | | 4 | 4 | 25.5 | 1 | 3.57 × 105 | | | 5 | 5 | 16.75 | 1 | 3.68 × 105 | | | 6 | 6 | 12.5 | 1 | 3.68 × 105 | | | 7 | 7 | 7.5 | 1 | 3.68 × 105 | | | 8 | 8 | 5 | 1 | 3.68 × 105 | | | 9 | 9 | 5 | 1 | 3.68 × 105 | | | | | | | 3.073 |
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