Research Article
A Study on the Seismic Response Characteristics of an Oblique Pile Group-Soil-Structure with Different Pile Caps
Table 2
Parameters of the pile element.
| | Name | Angle (°) | Length (m) | Diameter (m) | Modulus of elasticity (GPa) | Poisson’s ratio | Tangential coupling spring stiffness (GPa) | Tangential coupling spring adhesive strength (kPa) | Normal coupling spring stiffness (GPa) | Normal coupling spring adhesive strength (kPa) |
| | Vertical pile | 0 | 10 | 0.6 | 40 | 0.3 | 23.4 | 97.4 | 2.34 | 97.4 | | Inclined pile | 12 | 10.2 | 0.6 | 40 | 0.3 | 23.4 | 97.4 | 2.34 | 97.4 |
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