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This program is used for analysis of vertical bearing capacity of a single pile loaded both in tension or compression, pile settlement as well as horizontal bearing capacity of a single pile.


  • Vertical bearing capacity analysis

    • Tomlinson’s method

    • NAVFAC DM 7.2

    • Method of effective stresses

    • CSN 73 1002

    • CTE-DB SE-C

  • Settlement analysis

    • Linear load-settlement curve (Poulos)

    • Nonlinear load-settlement 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 (spring method) considering deformational characteristics of the soil

  • Consideration of influence of pile technology (bored, driven, CFA piles)

  • Various shapes of pile cross-section (rectangle, I - cross-section, cross, tube)

  • Possibility of changing circular pile diameter with depth

  • Determination of the modulus of subsoil reaction along the pile length according to Vesic, Matlock and Reese, CSN or input by user (constant or linear distribution)

  • Analysis of horizontal bearing capacity (Broms method, p-y method)

  • Output of results for load cases

  • Negative skin friction

  • Shear bearing capacity of RC cross-section

  • Design of reinforced concrete cross-sections according to EN 1992-1 (EC 2), BS, PN, IS, AS, ACI, GB, SNiP, CSN

  • Verification of steel pile cross section

  • Verification of timber pile cross section

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