| 隧道洞口段滑坡体处治技术研究 |
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| 引用本文： | 龚宇,易平. 隧道洞口段滑坡体处治技术研究[J]. 中南公路工程, 2014, 0(4): 211-214 |
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| 作者姓名： | 龚宇 易平 |
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| 作者单位： | 湖南省交通规划勘察设计院,湖南长沙410008 |
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| 摘 要： | 白龙庵隧道出口段处在滑坡体中,采用了锚索框架梁及抗滑桩对滑坡体进行处治,并用Midas数值计算软件对隧道开挖进行三维数值模拟,结果显示山体和隧道衬砌、抗滑桩等都是安全的,表明处治效果良好,对类似工程有一定的借鉴意义。
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| 关 键 词： | 隧道 滑坡体 锚索框架梁 抗滑桩 |
The Study about Treatment Technology of Landslide in the Tunnel Entrance |
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| GONG Yu,YI Ping. The Study about Treatment Technology of Landslide in the Tunnel Entrance[J]. Central South Highway Engineering, 2014, 0(4): 211-214 |
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| Authors: | GONG Yu YI Ping |
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| Affiliation: | (Hunan Provincial Communications Planning, Survey ＆ Desion Institure, Changsha, Hunan 410008, China) |
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| Abstract: | The exit section of BaiLongAn tunnel is in the landslide, it use the anchor frame beam and anti-slide pile to treat the landslide, and use numerical software Midas to conduct three-dimensional numerical simulation of tunnel excavation. The result show that mountain and tunnel lining.anti-slide pile so are all safe, and show good results of treatment, it have a certain significance for similar projects. |
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| Keywords: | tunnel landslide anchor frame beam anti-slide pile |
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