Alp Features

 

 

• Soil properties can vary with depth

• Water pressures may be either hydrostatic or piezometric

• Lateral loads or bending moments can be applied at any location down the pile

• Partial or full, lateral or bending moment restraint can be placed at any depth down the pile

• The top of the pile can be above ground level

• Uniformly distributed surcharges can be placed at any depth

• Displacements can be imposed in the body of soil surrounding the pile