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