KB 001955 | The model describes the parametric design of piles using the empirical resistance criteria according to Tschuchnigg. This method allows for precise analysis and simulation of pile behavior under different geotechnical conditions. The application of empirical approaches optimizes the load-bearing capacity and stability of pile foundations. This approach is particularly suitable for complex soil conditions and makes an important contribution to safe construction.
Parametric Pile Modeling
| Number of Nodes | 10 |
| Number of Lines | 13 |
| Number of Members | 1 |
| Number of Surfaces | 6 |
| Number of Solids | 1 |
| Number of Load Cases | 4 |
| Number of Load Combinations | 0 |
| Number of Result Combinations | 0 |
| Total Weight | 152,307 t |
| Dimensions (Metric) | 4,000 x 5,000 x 4,000 m |
| Dimensions (Imperial) | 13.12 x 16.4 x 13.12 feet |
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