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Modified Stiff Clay without Free Water

The following parameters need to be defined:

  • Strain Factor (E50) - strain corresponding to 1/2 the maximum principal stress difference (typical values below)
  • Undrained Shear Strength
  • Initial Stiffness

The formulation for modified stiff clay without free water introduces an initial stiffness to modify the p-y curves of the Dry Stiff Clay.

p-y curve for Modified Stiff Clay without Free Water (static)

p-y curve for Modified Stiff Clay without Free Water (static)

p-y curve for Modified Stiff Clay without Free Water (cyclic)

p-y curve for Modified Stiff Clay without Free Water (cyclic)

For more information, see the Lateral Analysis Theory Manual.

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