| 三峡库区白岩沟西滑坡治理工程研究 |
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| 引用本文： | 聂文波,张利洁.三峡库区白岩沟西滑坡治理工程研究[J].水文地质工程地质,2002,29(4):26-28. |
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| 作者姓名： | 聂文波 张利洁 |
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| 作者单位： | 中国地质大学,武汉,430074 |
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| 摘 要： | 本评议在对三峡工程库区巴东县白岩沟西滑坡进行了计算和评价的基础上，提出了对白岩沟滑坡的滑体采用抗滑桩顶部施加预应力锚索的新型支挡结构，对危岩体采用预应力锚索支护的综合治理方案。结果表明，该项治理措施比使用抗滑性桩治理措施降低了造价，保证了抗滑效果。
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| 关 键 词： | 三峡库区 滑坡 锚拉桩 预应力锚索 抗滑体系 抗滑效果 |
| 文章编号： | 1000-3665(2002)04-0026-03 |
| 修稿时间： | 2001年11月12 |
Study on harness engineering of the Baiyangou landslide in the Three Gorges reservoir area |
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| NIE Wen-bo,ZHANG Li-jie.Study on harness engineering of the Baiyangou landslide in the Three Gorges reservoir area[J].Hydrogeology and Engineering Geology,2002,29(4):26-28. |
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| Authors: | NIE Wen-bo ZHANG Li-jie |
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| Abstract: | Basic features of the Baiyangou landslide are introduced and the stability of the landslide is calculated and evaluated. According to these, anchoring pile is adopted to harness landslide and prestressed cable is adopted to harness the dangerous rock-mass. The results show this measure adopted in the paper is reasonable and economic. |
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| Keywords: | landslide anchoring pile prestressed anchor cable slide-resistant system |
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