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). 
Licence price from £652 
Available in packages: 
3D View 
Input of load 
Cross section verification 
Main Advantages: 
Customizable report structure 
Report header personalization 
Add and edit unlimited images from the analysis 
Pictures automatically update to show results based on current settings 
Main Features 
Analysis of internal forces and displacement of piles 
Dimensioning of RC and steel cross-sections according to various standards 
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 
Arbitrary number of surcharges applied to structures (strip, trapezoidal, concentrated load) 
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 
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 
EN 1997 – option to choose all design approaches, consider design situations 
General shape of terrain behind the structure 
Berms in front of the structure 
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 
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