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Pile Group

This program is used to analyze a pile group (pile raft foundation with a rigid pile cap) using both spring method (FEM), or analytical solutions. Both floating piles and piles fixed into subsoil can be considered.

Features

  • Analytical solutions

    • Analysis of vertical bearing capacity of a pile group of in cohesive soil as a rigid earth block according
      to FHWA standards

    • Analysis of vertical bearing capacity of a group of piles in cohesionless soil (NAVFAC DM 7.2, Effective stress, CSN 73 1002)

    • Reduction of vertical bearing capacity of a pile group (UFC 3-220-01A, La Barré, Seiler-Keeney)

    • Settlement analysis of a pile group in a cohesive soil as a settlement of substitute foundation

    • Settlement analysis of a pile group in cohesionless soil according to Poulos (load-settlement curve)

    • Duktile Rammpfähe von TRM

  • Spring method (FEM) – Analysis of a three-dimensional action of a group
    of piles

    • Analysis of rotation, deformation and displacement of a rigid pile cap

    • An arbitrary number of load cases and their combinations

    • Hinged or fixed connection between piles in a group and a rigid pile cap

    • Floating, rested or fixed piles into the foundation subsoil

    • Analysis of group of micropiles

    • Possibility to introduce inclined piles and general shape of a rigid pile cap

    • An automatic post-calculation of springs along the pile length piles from soil properties

    • Possibility to introduce both horizontal and vertical springs along the pile length

    • Distribution of displacements and internal forces along for each pile in a group

    • Dimensioning of a pile reinforcement according to EN 1992-1 (EC 2), BS, PN, IS, AS, ACI, GB, CSN, SNiP

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