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Analytical Solution

The analytical solution assumes that the pile total compressive resistance R_c is derived as a sum of the pile base resistance R_b and the pile shaft resistance R_s (developed due to friction of the surrounding soil along the shaft). The following generally accepted methods are implemented into the program:

• NAVFAC DM 7.2
• Tomlinson
• Effective stress method
• CSN 73 1002
• CTE-DB SE-C
• CSN 73 1004

For the above-specified methods it is possible to choose one of the following verification methodologies:

• Classical way
• EN 1997-1

When running the compression pile analysis, the pile self-weight is introduced depending on the setting in the frame "Load". As for the tensile pile, the pile self-weight is always taken into account automatically. Based on the input load the program itself performs the verification analysis for either compression or tensile pile.