Research Article
A Study on the Seismic Response Characteristics of an Oblique Pile Group-Soil-Structure with Different Pile Caps
Table 1
Soil parameters of the free field.
| | Layer name | Thickness (m) | Saturation density (kg·m−3) | Porosity | Cohesion (kPa) | Bulk modulus (MPa) | Shear modulus (MPa) | Internal friction angle (°) | Permeability coefficient (cm·s−1) |
| | Clay | 2 | 1850 | 0.61 | 10 | 14.6 | 5.7 | 25 | 1 × 10−7 | | Sand | 27 | 2060 | 0.45 | 0 | 30 | 11 | 32 | 1 × 10−2 | | Rock | 1 | 2700 | 0 | — | 67000 | 31000 | — | 0 |
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