基于传统剩余推力法，提出了新的抗滑桩优化方法。
A new anti-slide pile optimization method is presented based on the conventional residual thrust method.
该文简要介绍了如何运用剩余推力法来分析滑坡的稳定性。
The article briefly introduces how the author utilizes the residual thrust method to analyse stability of landslide.
采用剩余推力法和新的抗滑桩优化方对该滑坡体天然状态工况进行了稳定分析。
It analyses the slope stability in the state of natural condition with the residual thrust method and new anti-slide pile optimization method.
在考虑力矩平衡的二维剩余推力法的基础上，提出了一种三维极限平衡分析方法。
Based on the two-dimensional residual thrust method considering moment equilibrium, a new three-dimensional limit equilibrium method was proposed.
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。
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，系统地给出了滑坡推力和桩前剩余抗滑力的计算方法。
From the model, the landslide thrust and remanent sliding resistance behind the piles can be calculated with the limit equilibrium theory and coefficient of transmission method.
利用极限平衡理论，采用传递系数法，系统地给出了滑坡推力和桩前剩余抗滑力的计算方法。
From the model, the landslide thrust and remanent sliding resistance behind the piles can be calculated with the limit equilibrium theory and coefficient of transmission method.
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