The program is designed to verify vertical bearing capacity of a pile loaded both in tension and compression, pile settlement as well as bearing capacity of a solitary pile. Verification analysis can be performed employing EN 1997-1 standard or classical approach (limit states, factor of safety).
Main features
- Vertical bearing capacity analysis
- Tomlinson’s method
- NAVFAC DM 7.2
- Method of effective stresses
- Settlement analysis
- Linear loading curve (Poulos)
- Nonlinear loading curve (Masopust)
- EN 1997 – option to choose partial factors based on National Annexes
- EN 1997 – option to choose all design approaches, consider design situations
- EN 1997 – accounting for the influence of pile technology
- Computation of load-settlement 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
- Output of results off load cases
- Negative skin fiction
- Design of reinforced concrete cross-sections according to EN 1992 (EC2), CSN, BS, PN, IS, AS, ACI
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