Study On Slope Steability Reinforced With Anti-sliding Piles On Critical Slip Field Theory

Anti-sliding pile is one of the most significant measures for controlling the landslide,and it is widely used in the landslide control project. However the basic theory ofreinforced slope design still need in-depth study. Based on the theory of critical slip fieldapplied to the stability of slope reinforced with anti-sliding piles, this paper get the researchmethod of critical slip field on the sloper reinforced with anti-sliding piles and elaborate thecalculation principle and the steps of numerical simulation; White stabilizing pilereinforced slope stability analysis program based on the critical slip field with the Fortranprogramming language, and combine with Visual Basic programming to make the programvisualization; And then use a classic example of stabilizing pile reinforced slope to verifythe legitimacy the procedure; Finally, based on the program, analysis and calculate thestability of the slope reinforced by anti-pile, and investigate the affect on the slope stabilityby different pile location and different pile length; The paper elaborate rational length andlocation of the slope reinforced by anti-pile; The methods mentioned is guiding significanceabout the analysis of slope stability、the reinforced design of anti-pile and construction.