Pdisp Features



  • Loaded areas can be superimposed and can be specified to act at different levels

  • Loads can be normal and tangential as well, and can act on both horizontal and vertical planes.

  • A number of horizontal soil layers may be specified; the base of the bottom layer is assumed to be rigid

  • A linear variation of modulus with level may be specified for each soil layer

  • Displacements and stresses may be specified for any soil layer

  • Analysis based on the equations of either Boussinesq or Mindlin