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Silt (Cemented C-Phi Soil)

The following parameters are required for calculating the p-y curve for silt:

  • Cohesion
  • Friction Angle
  • Initial Stiffness, kpy

Since the stress-strain behaviour of c-phi soils is closer to that of sand than cohesive soil, the same procedure as used for sand (Reese et al., 1974) is used.

p-y Curve for Silt

p-y curve for Silt

For more information, see the Lateral Analysis Theory Manual.

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