介绍了预应力锚索抗滑桩技术，对其抗滑机理、受力特点、设计原则、设计流程及相关问题进行分析，并与抗滑桩进行技术经济比较，通过在黄泥包滑坡整治中的应用，证明其较普通抗滑桩具有受力机理明确、结构合理、工程造价低、便于施工等优点，是一种具有广泛发展前途的新一代抗滑结构。

The paper presents the “prestressed anchor cable + antislide pile” technology, analyzes the antisliding mechanisms, force bearing characteristics, design principles, design procedures and other relevant issues of the technology and makes technical and economic comparisons between “prestressed anchor cable + antislide pile” and normal antislide piles. The mentioned technology is applied in the treatment of Huangnibao landslide, which demonstrates that the “prestressed anchor cable + antislide pile” is a new generation of antislide structure with broad development future, which is featured by definite force bearing mechanisms, reasonable structure, low cost and convenient for construction.