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