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Anti-Slide Pile

This program is used for design of pile walls stabilizing slope movement or increasing safety factor of the slope. The first analysis should be done in the Slope Stability program, where the active and passive forces acting on pile wall are computed. Next, the load and slip surface position are transferred to the Anti-Slide Pile program, where other analyses are performed (determination of internal forces on pile, pile deformation and dimensioning of pile reinforcement).

Features

  • Analysis of internal forces and displacement of piles

  • Possiblity to model double-row pile wall

  • Automatic calculation of coefficient of pressure reduction for soldier piles

  • Verification of rock bearing capacity for piles fixed in the rock

  • Transfer of required data from “Slope stability” program

  • Generally layered soil environment

  • Built-in database of soil parameters

  • Modelling of water in front of and behind structures

  • Arbitrary number of anchors

  • Analysis according to the theory limit states and safety factor

  • Verification of internal stability of anchors

  • Arbitrary number of anchors

  • General shape of terrain behind the structure

  • Berms in front of the structure

slope-reinforced-with-anti-slide-piles.gif
  • Various methods for the evaluation of the modulus of subsoil reaction (Schmitt, Ménard, Chadeisson, NF P 94, CUR 155)

  • EN 1997 – option to choose partial factors based on National Annexes

  • Dimensioning of RC and steel cross-sections according to various standards

  • EN 1997 – option to choose all design approaches, consider design situations

  • Earthquake effects (Mononobe-Okabe, Arrango, Chinese standards)

  • Analysis of earth pressures in effective and total parameters

  • Possibility to consider minimum dimensioning pressure

  • Envelope of internal forces for individual construction stages

  • The structure can be loaded by specified forces and moments

  • Arbitrary number of surcharges applied to structures (strip, trapezoidal, concentrated load)

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