超深预应力锚索在三峡库区滑坡治理工程中的应用
投稿时间:2009-03-27  修订日期:2009-03-27  点此下载全文
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].钻探工程,2009,36(10):68-70.
FENG Xue-zhi,LI Heng-bao. Application of Ultra-deep Pre-stressed Anchoring Cable in Landslide Control Project in the Three Gorges Reservoir[J]. Drilling Engineering, 2009,36(10):68-70.
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作者单位E-mail
冯学知* 江苏省地质矿产局第五地质大队 810818295@qq.com 
李恒宝 江苏省地质矿产局第五地质大队  
中文摘要: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。
中文关键词:滑坡  超深预应力锚索  成孔  注浆  三峡库区
 
Application of Ultra-deep Pre-stressed Anchoring Cable in Landslide Control Project in the Three Gorges Reservoir
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 pre-stressed 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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