The Influence of the Reinforcement Method of Anti‐slide Piles on Slope Stability

Abstract A numerical analysis of a rocky slope in northern Guangdong Province was carried out using finite element analysis. The damage and deformation development trend of the slope under heavy rainfall conditions were discussed. A comparative analysis of the length, placement quantity, and location of different pre‐stressed anti‐slide piles on the degree of slope support was carried out. The results of the study show that the reasonable use of anti‐slide piles to support the slope can improve the safety factor and stability of the slope.