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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

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