Description
- Analytical solutions and Spring method 3D (FEM) analysis:
- 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)
- 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 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
