运用非线性有限元软件(ABAQUS)对抗滑桩与滑体相互作用状况进行了三维数值模拟研究。结果显示,前排抗滑桩实施后,桩身应力较大,滑体出现了较大变形和位移,整个滑体仍处于不稳定状态。当后排抗滑桩实施后,抗滑桩与滑坡体的变形量和应力变化值均降低了2/3,滑体处于稳定状态。 The non-linear finite element software (ABAQUS) was used to study the three-dimensional numerical simulation of the interaction between anti-sliding pile and slide. The results show that after the implementation of the anti-slide pile in the front row, the stress of the pile body is larger, and the larger deformation and displacement of the slide body occur, and the entire slide body is still in an unstable state. When the rear row of anti-slide piles is implemented, the deformation and stress variation of anti-slide piles and landslides are reduced by 2/3, the slide is in a stable state.