Pfahl+ | Pile Foundation | Update Information

02/22

First Version

First version of the new solution Pile Foundation.

01/22

Additions

Derivation of the characteristic axial pile resistances by evaluation of dynamic pile test loads according to EA Piles.

Automatic calculation of pile skin friction and peak pressure for non-cohesive and cohesive soils based on tabulated empirical values according to EA Piles on the basis of the peak resistance of the pressure probe or the undrained shear strength.

Output of spring stiffnesses and spring characteristics of the piles based on the governing resistance-settlement lines.

Tabular and graphical output of the required bending and shear reinforcement (reinforcement graphs).

Minimum reinforcement according to DIN EN 1536.

Iterative calculation of the required pile length based on the axial pile resistances.