GEO5 Pile Featured

This program is used for the analysis of the 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. The main features of GEO5 Pile program are:

• Vertical bearing capacity analysis
• Tomlinson’s method
• NAVFAC DM 7.2
• Method of effective stresses
• CSN 73 1002
• Settlement analysis
• Linear load-settlement curve
• Nonlinear load-settlement curve
• 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 the 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 a depth
• Determination of the modulus of subsoil reaction along the pile length according to Vesic, Mattlock, and Reese, CSN or input by a 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