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Piles – Verification of a single pile
The program, based on the Finite Element Method, performs the analysis of the vertical and horizontal bearing capacity of a single pile.
Main features
- Computation of load-displacement curve by the Finite Element Method considering deformational characteristics of the soil
- Consideration of technology influence
- Various shapes of pile cross-section (rectangle, I - cross-section, cross)
- Possibility of changing circular pile diameter with depth
- Determination of the modulus of subsoil reaction around the pile accrording to Vesic, Mattlock and Rees, CSN or input by user
- Negative skin friction
- Design of reinforced concrete cross-sections according to EC2, BS, PN, IS, ACI



