Features
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Analytical solutions
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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)
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Reduction of vertical bearing capacity of a pile group (UFC 3-220-01A, La Barré, Seiler-Keeney)
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Settlement analysis of a pile group in a cohesive soil as a settlement of substitute foundation
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Settlement analysis of a pile group in cohesionless soil according to Poulos (load-settlement curve)
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Duktile Rammpfähe von TRM
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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
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An arbitrary number of load cases and their combinations
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Hinged or fixed connection between piles in a group and a rigid pile cap
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Floating, rested or fixed piles into the foundation subsoil
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Analysis of group of micropiles
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Possibility to introduce inclined piles and general shape of a rigid pile cap
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An automatic post-calculation of springs along the pile length piles from soil properties
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Possibility to introduce both horizontal and vertical springs along the pile length
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Distribution of displacements and internal forces along for each pile in a group
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Dimensioning of a pile reinforcement according to EN 1992-1 (EC 2), BS, PN, IS, AS, ACI, GB, CSN, SNiP
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