ISSN 2096-4498
CN 44-1745/U
Tunnel Construction ›› 2006, Vol. 26 ›› Issue (5): 74-75,87.DOI: B
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HAO Yi-Feng
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Abstract:
The paper presents the “prestressed anchor cable + antislide pile” technology, analyzes the antisliding mechanisms, force bearing characteristics, design principles, design procedures and other relevant issues of the technology and makes technical and economic comparisons between “prestressed anchor cable + antislide pile” and normal antislide piles. The mentioned technology is applied in the treatment of Huangnibao landslide, which demonstrates that the “prestressed anchor cable + antislide pile” is a new generation of antislide structure with broad development future, which is featured by definite force bearing mechanisms, reasonable structure, low cost and convenient for construction.
Key words:  , landslide prestressed anchor cable antislide pile
CLC Number:
U213+52.1
HAO Yi-Feng. Application of “Prestressed Anchor Cable + Antislide Pile&rdquo|Method in Treatment of Landslides[J]. Tunnel Construction, 2006, 26(5): 74-75,87.
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