| 京新高速公路韩集段K51滑坡分析与防治 |
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| 引用本文： | 董进勇,程晓伟.京新高速公路韩集段K51滑坡分析与防治[J].路基工程,2015,0(5):183. |
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| 作者姓名： | 董进勇 程晓伟 |
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| 作者单位： | 1.内蒙古路桥有限责任公司, 呼和浩特 010050 |
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| 摘 要： | 京新高速公路韩集段K51滑坡为一发生在不良地质条件和恶劣气候条件下的工程滑坡,是一中型牵引式顺层滑坡。以京新高速公路K51滑坡为例,对该滑坡产生的原因进行了细致的分析,提出了锚索抗滑桩、锚索框架(地梁)、坡面防护、疏排地表(下)水等综合治理措施,治理后,滑坡变形得到控制,保证了京新高速公路韩集段的如期通车。
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| 关 键 词： | 工程滑坡 治理措施 抗滑桩 预应力锚索 |
| 收稿时间： | 2019-11-06 |
Analysis and Control of Landslide KS1 in Hanji Section of Beijing-Urumqi Highway |
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| Abstract: | The landslide K51 in Hanji Section of Beijing-Urumqi Highway is a landslide of engineering arising in the condition of adverse geology and atrocious weather, and a medium-scale retrogressive bedding landslide. Taking the landslide K51 along Beijing-Urumqi Highway as the example, the genesis thereof was analyzed in details with the comprehensive control measures proposed, including anchor anti-slide pile, anchor frame (ground beam), slope protection, and drainage of surface/ground water. After taking measures, the landslide was under control, ensuring the open traffic on Hanji Section of Beijing-Urumqi Highway as scheduled. |
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