The thesis puts forward the pile-top displacement control method, and it can account the least force of the anchor wire on anti-slide pile.
本文提出了锚拉抗滑桩锚拉力计算的桩顶位移控制法，计算控制桩顶位移所需的最小锚拉力。
By adopting limiting equilibrium theory and transport coefficient method, landslide pushing force and residual anti-slide force before pile are calculated.
利用极限平衡理论，采用传递系数法，计算膨胀土滑坡推力和桩前剩余抗滑力。
It is quite important how to determine rationally design landslide push-force to optimizing design of anti-slide pile.
如何合理的确定设计滑坡推力对于抗滑桩的优化设计是十分重要的。
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