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隧道建设(中英文) ›› 2006, Vol. 26 ›› Issue (5): 74-75,87.DOI: B

• 施工技术 • 上一篇    下一篇

预应力锚索抗滑桩在滑坡治理中的应用

郝一锋   

  1. 山西省公路局技术处
  • 收稿日期:2006-05-09 修回日期:2006-08-11 出版日期:2006-10-20 发布日期:2010-04-16
  • 作者简介:郝一锋(1963-)|男|山西太原市人|1991年毕业于西安公路学院函授本科。工程师|现从事科研技术管理工作。

Application of “Prestressed Anchor Cable + Antislide
Pile&rdquo|Method in Treatment of Landslides

HAO Yi-Feng   

  1. Division of Technology of Shanxi Provincial Highway Bureau
  • Received:2006-05-09 Revised:2006-08-11 Online:2006-10-20 Published:2010-04-16

摘要:

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。

关键词:  , 滑坡 预应力锚索 抗滑桩

Abstract:

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.

Key words:  , landslide prestressed anchor cable antislide pile

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