Research Article
Displacement Calculation Method on Front Wall of Covered Sheet-Pile Wharf
Table 2
Soil, wall, and tie rod parameters.
| | Material type | Unit weight (kN/m3) | Angle of internal friction (°) | Cohesion (kPa) | Elastic modulus (MPa) | Poisson’s ratio |
| | Soil layer 1 | 18.0 | 32.0 | 5 | 26.00 | 0.29 | | Soil layer 2 | 18.0 | 28.0 | 5 | 26.00 | 0.29 | | Soil layer 3 | 19.1 | 27.0 | 20 | 8.97 | 0.30 | | Soil layer 4 | 19.3 | 28.0 | 16 | 12.60 | 0.30 | | Soil layer 5 | 17.6 | 17.1 | 16 | 3.60 | 0.30 | | Soil layer 6 | 19.1 | 19.6 | 18 | 8.97 | 0.30 | | Soil layer 7 | 19.7 | 31.0 | 5 | 26.00 | 0.29 | | Soil layer 8 | 19.7 | 24.7 | 31 | 8.97 | 0.30 | | Soil layer 9 | 19.7 | 32.0 | 5 | 26.00 | 0.29 | | Concrete | 25.0 | — | — | 2.80 × 104 | 0.20 | | Steel tie rod | 78.5 | — | — | 2.06 × 105 | 0.20 |
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