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在采用传递系数法对边坡进行稳定性分析的基础上， 深入探讨抗滑桩加固边坡的作用机理， 建立了抗滑桩的合理位置和设计参数的确定方法， 对抗滑桩的应用及设计具有一定的指导作用。
Based on the stability analysis of the slope using the transfer coefficient method, the mechanism of the anti-sliding pile reinforcement of the slope is discussed in depth. The reasonable position of the anti-slide pile and the determination method of the design parameters are established. The application and design of the anti-slide pile are established. Has a certain guiding role.