| 312国道某边坡稳定性分析及其治理方案 |
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| 引用本文： | 陈玉良,薛海,卢拥军,王军. 312国道某边坡稳定性分析及其治理方案[J]. 现代交通技术, 2007, 4(2): 11-14 |
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| 作者姓名： | 陈玉良 薛海 卢拥军 王军 |
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| 作者单位： | 1. 南京市公路管理处,江苏,南京,210008
2. 江苏省交通科学研究院,江苏,南京,210017 |
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| 摘 要： | 结合312国道某路堑边坡滑坡原因分析与处置的工程实例，分析了滑床为岩体，滑动体为滑床上沉积物，滑动带土层为特殊性膨胀土的滑坡病害发生机理，提出了锚杆混凝土框架支护与加筋土护坡相结合的治理方案，实践证明，该方案可以有效地阻止滑坡的进一步发展。
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| 关 键 词： | 顺层滑坡 滑坡治理 混凝土框架支护 加筋土护坡 |
| 文章编号： | 1672-9889（2007）02-0011-04 |
| 修稿时间： | 2006-10-12 |
Stability Analysis of a Slope in No.312 National Highway and It's Treatment |
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| Chen Yuliang,Xue Hai,Lu Yongjun,Wang Jun. Stability Analysis of a Slope in No.312 National Highway and It's Treatment[J]. Modern Transportation Technology, 2007, 4(2): 11-14 |
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| Authors: | Chen Yuliang Xue Hai Lu Yongjun Wang Jun |
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| Affiliation: | 1 .Nanjing Highway Management Bureau, Nanjing 210008, China; 2.Jiangsu Transportation Research Institute, Nanjing 210017, China |
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| Abstract: | Combined with causes analyse and treatment of the slople in No.312 national highway, this paper analyses the formation mechanism of the slope, which slid bed is rock, sliding mass is sediments on sliding bed, slip surface is special expansive soil.The treatment method of anchor rod concrete frame and reinforcement soil united protection are used and it is showed that the methods prevent the further decline of landslide. |
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| Keywords: | bedding landslide landslide treatment concrete frame support slope protection of reinforcement soil |
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