Grouping of FE models
| Number | β: ° | α: ° | μ | Load | Note |
|---|---|---|---|---|---|
| TN1 | 10 | 0 | 0.6 | — | Reference model |
| TN2 | 10 | 0 | 0.6 | Axial 0.5P UAx | |
| TN3 | 10 | +15 | 0.6 | 0.5P UAx/cos α | Loading angle α |
| TN4 | 10 | +25 | 0.6 | 0.5P UAx/cos α | |
| TN5 | 10 | +35 | 0.6 | 0.5P UAx/cos α | |
| TN6 | 20 | +25 | 0.6 | 0.5P UAx/cos α | Pile inclination β (+TN4) |
| TN7 | 30 | +25 | 0.6 | 0.5P UAx/cos α | |
| TN8 | 10 | +25 | 0.4 | 0.5P UAx/cos α | Friction coefficient μ (+TN4) |
| TN9 | 10 | +25 | 0.5 | 0.5P UAx/cos α | |
| TN10 | 10 | +25 | 0.65 | 0.5P UAx/cos α |
| Number | Load | Note | |||
|---|---|---|---|---|---|
| TN1 | 10 | 0 | 0.6 | — | Reference model |
| TN2 | 10 | 0 | 0.6 | Axial 0.5 | |
| TN3 | 10 | +15 | 0.6 | 0.5 | Loading angle |
| TN4 | 10 | +25 | 0.6 | 0.5 | |
| TN5 | 10 | +35 | 0.6 | 0.5 | |
| TN6 | 20 | +25 | 0.6 | 0.5 | Pile inclination |
| TN7 | 30 | +25 | 0.6 | 0.5 | |
| TN8 | 10 | +25 | 0.4 | 0.5 | Friction coefficient |
| TN9 | 10 | +25 | 0.5 | 0.5 | |
| TN10 | 10 | +25 | 0.65 | 0.5 |
P UAx is the ultimate axial load-carrying capacity
Sharing content requires targeting cookies to be enabled. Please update your cookie preferences to use this feature.