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。
The paper presents the "pre-stressed anchor cable + anti-slide pile" technology, analyzes the anti-sliding mechanisms, force bearing characterlstics, 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.
出处
《隧道建设》
2006年第5期74-75,87,共3页
Tunnel Construction
关键词
滑坡
预应力锚索
抗滑桩
landslide
pre-stressed anchor cable
anti-slide pile