| 长晋线K29+140～K29+300处滑坡综合治理 |
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| 引用本文： | 武文兵. 长晋线K29+140～K29+300处滑坡综合治理[J]. 山西建筑, 2007, 33(33): 279-280 |
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| 作者姓名： | 武文兵 |
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| 作者单位： | 山西省交通规划勘察设计院,山西,太原,030012 |
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| 摘 要： | 简要介绍了长晋高速公路K28 700~K32 470段滑坡区的工程概况,分析了其形成条件和诱发原因,并提出了采用分台阶减载、复合土钉加固、抗滑桩及边坡排水等处理措施,对类似工程中滑坡的治理具有较好的借鉴意义。
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| 关 键 词： | 高速公路 滑坡 工程地质 |
| 文章编号： | 1009-6825（2007）33-0279-02 |
| 修稿时间： | 2007-06-15 |
Comprehensive treatment of landslide in K29+140～K29+300 along Changjin expressway |
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| WU Wen-bing. Comprehensive treatment of landslide in K29+140～K29+300 along Changjin expressway[J]. Shanxi Architecture, 2007, 33(33): 279-280 |
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| Authors: | WU Wen-bing |
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| Affiliation: | WU Wen-bing |
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| Abstract: | The general engineering situations of landslide in K29 140~K29 300 along Changjin expressway are briefly introduced.Based upon analysis of forming conditions and causes corresponding treatment measures are proposed,which contain decreasing load step by step,composite soil nailing supporting,setting anti-slide pile,side slope drainage and so on,which provide good references for similar works. |
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| Keywords: | expressway landslide engineering geology |
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