| 兰州市某滑坡成因分析与工程防治 |
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| 引用本文： | 李安旺,师伟雄,张永康.兰州市某滑坡成因分析与工程防治[J].路基工程,2018,0(6):226-229. |
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| 作者姓名： | 李安旺 师伟雄 张永康 |
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| 作者单位： | 1.中铁二院西北勘察设计有限责任公司, 兰州 730000 |
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| 摘 要： | 兰州市某滑坡为一巨型切层岩石老滑坡，规模较大，具多级、多条和多次滑动的特征。对滑坡的成因、特征、安全等方面进行了分析，将滑坡分为前后两级分别采取防治措施。根据滑坡具体情况，决定采用普通抗滑桩、预应力锚索抗滑桩、锚索框架、截排水沟、陷穴回填等措施进行防治，以确保滑体的稳定。
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| 关 键 词： | 切层滑坡 成因分析 工程防治 抗滑桩 安全稳定 |
| 收稿时间： | 2019-11-05 |
Genesis Analysis of the Landslide in Lanzhou and the Prevention and Control |
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| Abstract: | The landslide in Lanzhou, as a giant old landslide in cross-bedding rock, is of large scale, multi-stage and multi-slide, and subject to repeatedly sliding. Herein this landslide were analyzed from the aspects of genesis, features and safety, and then it was divided into two stages to take precation measures respectively. According to the actual situation, it was determined to use the countermeasures, such as normal anti-slide piles, prestressed anchor-cable anti-slide piles, anchor cable frame, intercepting and drainage ditch, sinkhole backfill, to ensure the safety and stability of the landslide. |
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