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reliability falters to varying degrees. Thus, it is necessary to develop a slip-pullout strength equation that reasonably predicts failure loads for all available data and for various parameters (bolt diameter, embedment dep concrete vs masonry embedment, etc.)3The scope if this project was to identify and evaluate existing equations f
red safety factor of the slope was SF=2,0. We have improved the slope stability factor usi g anti-slide piles from SF=1,8 to SF=2,27.The pile design is satisfactory (in terms of shear and bending) and th maximal displacement of piles is 15,8 mm
ross-section, which is circular or square.The slope, which we want to stabilize using anti-s ide piles, should meet several conditions. Firstly, we should know the location of the slip surface (its depth under the te rain in the place of the anti-slide pile). Another important thing is the condition
ysis for. “Piles verification” FrameThe program Anti-Slide Pile is used to determine any de ormations and internal forces on the pile. This program is simi ar to the program GEO5 – Sheeting Check. The main difference between them is t e way a load on a pile wall is determined. In the program Sheeting Check, the structure is loaded by earth