Analysis of Influencing Factors on the Effect of Anchor Cable Anti-slide Pile on The Reinforcement of Reservoir Slope
In order to study the reinforcement effect of anchor cable anti-slide pile on reservoir slope.Based on ABAQUS numerical calculation model and strength reduction theory,the influence of anchor cable position on slope displacement,pile internal force and deformation is analyzed systematically.The results show that the bending moment of pile body shows a parabolic shape,in which the maximum positive and negative bending moments are located at the top of pile and the middle and upper part of pile respectively,and the absolute bending moment increases with the increase of the distance between anchorage point and pile top.The stability of the slope increases first and then decreases with the increase of the distance between the anchor point and the pile top.According to the internal force of the pile and the stability of the slope,it can be seen that the distance between the anchorage point and the top of the pile is 1.0 m～1.5 m,which has the best reinforcement effect on the slope.The research content can provide reference for the reinforcement design of reservoir slope.
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