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Piles
At a certain depth below the ground surface it is possible to specify incompressible subsoil. If the pile exceeds this specified depth then all beam elements found below this value are fixed instead of being spring supported. The pile then essentially experiences no settlement. If there is incompressible subsoil below the pile heel but not deeper than the reach of influence zone below the heel, the depth of influence zone for the stiffness computation is then reduced such that the influence zone just reaches the incompressible subsoil. This way also the incompressible subsoil below the heel increases its stiffness and consequently also the bearing capacity of the pile heel. If the incompressible subsoil is found below the reach of the influence zone, then it does not influence the analyzed pile.
Company Fine develops structural engineering software with main focus on geotechnical software and structural engineering analyses.
Společnost Fine se zabývá vývojem stavebního software, zejména programů na statické výpočty, zakládání staveb a geotechniku.
Компания Fine занимается разработкой строительного программного обеспечения, особенно программ для расчета статики и геотехнических программ.
Fine es una compañía que desarrolla y suministra programas de ingeniería civil especializada en programas geotécnicos y de estructuras.
A Fine építőmérnöki szoftvereket fejleszt, elsősorban statikai és geotechnikai programokat.
Η εταιρεία Fine αναπτύσσει λογισμικό για πολιτικούς μηχανικούς και ειδικά για γεωτεχνικά θέματα και δομοστατικά θέματα.