Soil Type Method

Pile Diameter, D (m)

Depths to Plot, x (m)

Comma-separated list of depths below ground surface.

Max Deflection to Plot, y_max (mm)

Undrained Shear Strength, c_u (kPa)

Effective Unit Weight, γ' (kN/m³)

Strain at 50% Stress, ε_50

Typically 0.005 to 0.02 for soft clays.

Empirical Constant, J

Typically 0.5 for soft Gulf of Mexico clays.

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