Research Article
Investigation of Influencing Factors on the Deformation of Sheet Pile Wall with a Relieving Platform
Table 2
The characteristic parameters of the retaining wall model structure [
26].
| | Components | Required flexural rigidity with unit width (N·m2/m) | Calculation width (m) | Section property of materials | Section dimension of materials (mm) | Selected flexural rigidity with unit width (N·m2/m) | Remarks |
| | Pile | 6.79E5 | 0.6 | Circular steel pipe | 159 × 5 | 7.20E5 | Outer diameter × thickness | | Rib pillar | 1.94E5 | 0.6 | Square steel pipe | 100 × 2.5 | 2.15E5 | Outer diameter × thickness | | Unloading board | 1.22E5 | 0.6 | Channel steel and steel plate | Channel 10 + 5 mm steel plate | 1.02E5 | Small stiffness of channel steel | | Top beam | 8.19E5 | — | Square steel pipe | 250 × 5 | 9.81E5 | — | | Retaining plate | 1.05E5 | 0.6 | Wooden board | Thickness: 36 | 1.15E5 | Thickness: 18 mm; overlapped wooden board |
|
|
