| 南宁-坛洛高速公路滑坡的治理方案 |
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| 引用本文： | 王万昌. 南宁-坛洛高速公路滑坡的治理方案[J]. 西部交通科技, 2006, 0(1): 38-41 |
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| 作者姓名： | 王万昌 |
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| 作者单位： | 广西大学,广西,南宁,530004 |
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| 摘 要： | 针对南宁坛洛高速公路K18 200~K18 300出现的大滑坡进行了工程地质调查和地质分析,确认边坡的岩土特性,对边坡进行稳定性分析,并提出适合本岩土工程治理的方法,即预应力锚索及锁梁配合预应力锚索桩的综合处治方法,实践表明,该方法是成功的。
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| 关 键 词： | 南宁至坛洛 高速公路 滑坡 治理 预应力锚索桩 |
| 文章编号： | 1673-4874(2006)01-0038-04 |
| 修稿时间： | 2005-10-12 |
Character of Landslide Found in Nanning to Tanluo Expressway and Its Treating Scheme |
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| WANG Wan-chang. Character of Landslide Found in Nanning to Tanluo Expressway and Its Treating Scheme[J]. Western China Communication Science & Technology, 2006, 0(1): 38-41 |
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| Authors: | WANG Wan-chang |
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| Abstract: | Geologic survey and analysis have been made in reference to the serious landslide occurring at K18 200~K18 300 in Nanning to Tanluo Expressway to confirm the feature of rock/earth of slope. Stability analysis for side slope has also been made so as to propose applicable treating method for the target section. Comprehensive treating method has been proposed, that is, to apply prestresssed anchor cable, lock beam together with prestressed anchor cable pile. The practice proves that the method is successful. |
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| Keywords: | Nanning to Tanluo Expressway Landslide Treating Prestressed anchor cable pile |
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