Numerical Simulation Analysis of Doule-row Ladder Anti-slip Piles Reinforced Slopes
This paper conducted the finite element analysis of the double-row ladder anti-slip pile and then verified its effectiveness on slope reinforcement by analyzing the variations of the stability of slope reinforcement,displacement of the anti-slip pile,and internal force of the pile body.The results showed that the slope stability coefficient increased first and then decreased in the slope-filling process;the horizontal displacement of Pile 2 was larger than that of Pile 1,and the maximum horizontal displacement of the body of Pile 1 was 10 m from the pier top while that of Pile 2 was at the pier top.For the internal force of the pile body,the bending moment and shear force of Pile 1 were larger than those of Pile 2;the bending moment and shear force of Pile 1 showed an"S"shaped change,while those of Pile 2 showed a decreasing trend of change from top to bottom.
万方数据
维普
