Pile and micropile software is intended for calculation of the bearing capacity of the foundation terrain of a pile or micropile (Screw-piles) bearing loads in whatever distribution (moment, normal force, shear). Structural calculation yielding dimensions of longitudinal steel struts, interval and size of rings is also performed.
Pile and micropile software is intended for calculation of the bearing capacity of the foundation terrain of a pile or micropile in whatever load distribution (moment, normal force, shear).
The worksheet, upon which is shown the plan of piles or micropiles inserted in the foundation terrain, may be dimensioned as required.
Geometric characteristics of the paling and the elements connected thereto (loads, location of trial sounding/boring and seismic stress) together with the geotechnic parameters of the terrain may be entered and altered within the worksheet activating the available functions either in the drop down menus, relocatable toolbars or through hot keys.
Pile Types
• Driven and bored
• Summit linked or independent piles
• Calculation of conical trunk piles
• Calculation of marginal point load according to Berezantzev, Hansen, Janbu, Vesic, Terzaghi
• Calculation of lateral load capacity according to Tomlinson
• Horizontal bearing capacity
• Seismic corrections according to Okamoto
• Occurrence of surcharges on terrain
• Presence of aquifer
• Long and short term analysis
• Calculation of horizontal reaction modulus according to Chiarugi-Maia
• Settlements according to Davis-Poulos
• Structural calculation of section and stress diagrams
• Numeric report on marginal load based on length variation
• Graphic on marginal load based on length variation
• Computation of Screw-piles.
• Pressiometric method
Micropile types
• For Tubifix types Mayer or Bustamante e Doix methodology may be applied
• Micropiles in layers having raised mechanic characteristics
• Schneebeli method
• Calculation of horizontal reaction modulus according to Chiarugi-Maia
• Structural calculation of section
• Settlements according to Davis-Poulos
© GeoStru