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Pile

This tab allows to input parameters for the analysis of pile:

Analysis for drained conditions:

• CSN 73 1002
• Effective stress
• NAVFAC DM 7.2

Analysis for undrained conditions:

• Tomlinson
• NAVFAC DM 7.2

Load-settlement curve:

• nonlinear (Masopust)
• linear (Poulos)

Horizontal bearing capacity:

• Elastic subsoil (p-y method)
• Broms method

Verification methodology (factor of safety, limit states, analysis according to EN 1997).

Design situations are specified for all verification methodologies.

"New settings" dialog window - "Pile" tab