FINE GEO5 ORDER FORM

This program is used for analysis of vertical bearing capacity of a single pile loaded both in tension or compression, pile settlement as well as horizontal bearing capacity of a single pile.

Main Features

• Vertical bearing capacity analysis
  • Tomlinson’s method
  • NAVFAC DM 7.2
  • Method of effective stresses
  • CSN 73 1002
  • CTE-DB SE-C
• Settlement analysis
  • Linear load-settlement curve (Poulos)
  • Nonlinear load-settlement curve  (Masopust)
• EN 1997 – option to choose partial factors based on National Annexes
• EN 1997 – option to choose all design approaches, consider design situations
• EN 1997 – accounting for the influence of pile technology
• Computation of load-settlement curve by the Finite Element Method (spring method) considering deformational characteristics of the soil
• Consideration of influence of pile technology (bored, driven, CFA piles)
• Various shapes of pile cross-section (rectangle, I - cross-section, cross, tube)
• Possibility of changing circular pile diameter with depth
• Determination of the modulus of subsoil reaction along the pile length according to Vesic, Matlock and Reese, CSN or input by user (constant or linear distribution)
• Analysis of horizontal bearing capacity (Broms method, p-y method)
• Output of results for load cases
• Negative skin friction
• Shear bearing capacity of RC cross-section
• Design of reinforced concrete cross-sections according to EN 1992-1 (EC 2), BS, PN, IS, AS, ACI, GB, SNiP, CSN
• Verification of steel pile cross section
• Verification of timber pile cross section