Research Article
Calculation Method of Seismic Residual Displacement of Sheet Pile Quay Walls
Table 1
Parameters of soil mass, wall, and drawbar material.
| | Material type | Working condition | Unit weight (kN/m3) | Internal friction angle (°) | Cohesion (kPa) | Elastic modulus (MPa) | Poisson’s ratio |
| | Layer 1 | ① | 19.1 | 27.0 | 20 | 8.97 | 0.30 | | Layer 1 | ② | 19.1 | 35.0 | 20 | 8.97 | 0.30 | | Layer 1 | ③ | 19.1 | 27.0 | 20 | 8.97 | 0.30 | | Layer 1 | ④ | 19.1 | 27.0 | 30 | 4.00 | 0.30 | | Concrete | | 25.0 | — | — | 2.8 × 104 | 0.20 | | Steel tie rod | | 78.5 | — | — | 2.06 × 105 | 0.20 |
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