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超深预应力锚索在三峡库区滑坡治理工程中的应用
引用本文:冯学知,李恒宝.超深预应力锚索在三峡库区滑坡治理工程中的应用[J].探矿工程,2009,36(10):68-70.
作者姓名:冯学知  李恒宝
作者单位:江苏省地质矿产局第五地质大队,江苏徐州221004
摘    要:三峡库区滑坡治理工程采用锚杆格构、挡土墙、抗滑桩等综合治理方案。为增加滑坡体的稳定性,在抗滑桩的顶部施工超深预应力锚索,增加滑移带的法向应力,对滑坡体的稳定性至关重要。主要介绍了超深预应力锚索施工方法、锚索成孔技术、灌浆施工及张拉施工。

关 键 词:滑坡  超深预应力锚索  成孔  注浆  三峡库区
收稿时间:2009/3/27 0:00:00
修稿时间:2009/3/27 0:00:00

Application of Ultra-deep Pre-stressed Anchoring Cable in Landslide Control Project in the Three Gorges Reservoir
FENG Xue-zhi and LI Heng-bao.Application of Ultra-deep Pre-stressed Anchoring Cable in Landslide Control Project in the Three Gorges Reservoir[J].Exploration Engineering(Drilling & Tunneling),2009,36(10):68-70.
Authors:FENG Xue-zhi and LI Heng-bao
Institution:( No. 5 Geological Party, Jiangsu Bureau of Geology and Mineral Exploration, Xuzhou Jiangsu 221004, China)
Abstract:Comprehensive treatment with anchor lattice, retaining wall and anti-slide pile was adopted for landslide control project in Three Gorges Reservoir. In order to increase the slide stability, it is important to construct the ultra-deep prestressed anchoring cable at top end of the anti-slide pile and increase the normal stress of slip band. The paper introduced the construction of ultra-deep pre-stressed anchoring cable, borehole for anchor cable, grouting and tension construction.
Keywords:slide  ultra-deep pre-stressed anchoring cable  borehole completion  grouting  Three Gorges Reservoir
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