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竖向预应力锚杆加固抗滑挡土墙工程
引用本文:鲁鸿福,郭树清.竖向预应力锚杆加固抗滑挡土墙工程[J].探矿工程,2010,37(7):74-76.
作者姓名:鲁鸿福  郭树清
作者单位:[1]甘肃工程地质研究院,甘肃兰州730000 [2]甘肃省地矿局,甘肃兰州730000
摘    要:结合竖向预应力锚杆加固重力式抗滑挡土墙治理滑坡的工程实例,重点阐述了竖向预应力锚杆+抗滑挡土墙构造及其施工工艺流程,指出竖向预应力锚杆+抗滑挡土墙新型结构在基岩山区滑坡治理中的应用前景。

关 键 词:竖向预应力锚杆  重力式挡土墙  滑坡治理
收稿时间:2010/3/4 0:00:00
修稿时间:2010/6/18 0:00:00

Anti-sliding Retaining Wall Reinforced with Vertical Pre-stressed Anchor
LU Hong-fu and GUO Shu-qing.Anti-sliding Retaining Wall Reinforced with Vertical Pre-stressed Anchor[J].Exploration Engineering(Drilling & Tunneling),2010,37(7):74-76.
Authors:LU Hong-fu and GUO Shu-qing
Institution:1.Gansu Academy of Engineering Geology,Lanzhou Gansu 730000,China;2.Gansu Provincial Bureau of Geological Exploration and Mineral Development,Lanzhou Gansu 730000,China)
Abstract:Based on the engineering case of sliding treatment with gravity anti-sliding retaining wall reinforced by vertical pre-stressed anchor,the paper described the vertical pre-stressed anchor,anti-sliding retaining wall structure and the construction technological process.Application prospect of this new structure was shown in sliding treatment in bedrock mountain area.
Keywords:vertical pre-stressed anchor  gravity anti-sliding retaining wall  sliding treatment
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