Pile Group 

This program is used to analyse 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. 
Licence price from £696 
Available in packages: 
Input of geometry 
Load-settlement curve 
Horizontal bearing capacity verification 
Main Advantages: 
Customizable report structure 
Report header personalization 
Add and edit unlimited images from the analysis 
Pictures automatically update to show results based on current settings 
Main 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 
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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