Research Article
Calculation of Bearing Capacity and Deformation of Composite Pile Foundation with Long and Short Piles in Loess Areas
Table 5
Negative frictional resistance
of the pile group consisting of 8 piles.
| | Number of long piles | Number of short piles | Single-pile negative frictional resistance of long piles (kN) | Single-pile negative frictional resistance of short piles (kN) | Pile-group effect coefficient | Pile-group negative frictional resistance (kN) |
| | 4 | 4 | 0.17 | 0.12 | 0.68 | 0.8 |
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