Research Article
Kinematic and Static Solutions for Beam Column with Nonlinear Springs Using the Extended Linear Matching Method
Table 1
Pile diameter and wall thickness schedule.
| Segment no. | Pile A | Pile B and C | Penetration below mudline (m) | Wall thickness (mm) | Penetration below mudline (m) | Wall thickness (mm) |
| 5 | 0 to 15.2 | 44.1 | 0 to 16.8 | 37.8 | 4 | 15.2 to 27.4 | 37.8 | 16.8 to 22.9 | 31.5 | 3 | 27.4 to 30.5 | 31.5 | 22.9 to 65.5 | 25.2 | 2 | 30.5 to 79.2 | 25.2 | 65.5 to 67.1 | 31.5 | 1 | 79.2 to 80.8 | 31.5 | N/A | ā |
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