本文在公路滑坡成因和滑动面可靠性分析的基础上,通过滑坡参数反演和稳定性计算得到稳定滑坡所需的水平抗滑力。经方案综合比选,采用微型桩为主的滑坡处治方案。并通过设计计算确定微型桩群的具体布置方式和桩长。工程实践表明,微型桩作为滑坡应急处治方案是安全可靠的。 Based on the analysis of the causes of the landslide and the reliability analysis of the sliding surface, this paper obtains the horizontal anti-sliding force required by the landslide parameter inversion and stability calculation. After the program comprehensive comparison and selection, the use of micro-pile-based landslide treatment program. And through the design and calculation to determine the specific layout of pile groups and pile length. Engineering practice shows that micro-pile as a landslide emergency treatment program is safe and reliable.