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Piles
The basic assumption of the analysis is the determination of the load at the shaft resistance activation Rsy. At this point the shaft resistance no longer increases. Further loading is taken by the pile base only:
| where: | Rs | - | pile shaft resistance |
| β | - | load transferred to pile base coefficient |
The load transferred to the pile coefficient β is provided by:
,,
The corresponding settlement at shaft resistance activation sy is given by:
| where: | I | - | settlement influence coefficient |
| Es | - | deformation modulus of soil or secant deformation modulus of soil along pile shaft | |
| d | - | pile diameter | |
| Rsy | - | load at the shaft resistance activation |
The settlement influence coefficient I is written as:
| where: | I0 | - | base settlement influence coefficient |
| Rk | - | corrective factor for pile compressibility | |
| Rb | - | corrective factor for stiffness soil layer | |
| Rv | - | corrective factor for Poisson´s number of soil |
The total limit settlement follows from:
| where: | I | - | settlement influence coefficient |
| Rbu | - | pile base bearing capacity | |
| β | - | load transferred to pile base coefficient | |
| d | - | pile diameter | |
| Es | deformation modulus of soil or secant deformation modulus of soil along pile shaft |
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