| 衡岳高速公路路基边坡稳定性分析 |
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| 引用本文： | 张家文,邢心魁,张爱伟.衡岳高速公路路基边坡稳定性分析[J].路基工程,2013,0(2):98-102. |
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| 作者姓名： | 张家文 邢心魁 张爱伟 |
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| 作者单位： | 桂林理工大学土木与建筑工程学院，广西桂林 541004 |
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| 摘 要： | 道路路基边坡的稳定性一直是道路建设中的难题，路基边坡的稳定与否直接关系到工程的施工进度、施工安全和今后线路的安全运营。以衡岳高速公路边坡工程为例，对其路段的路堑、路堤边坡，采用不同的边坡稳定性分析方法，分析其稳定性。结果表明，其路堑路堤边坡整体稳定。
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| 关 键 词： | 路基边坡 路堤 路堑 稳定性分析 加固处理 |
| 收稿时间： | 2019-11-06 |
Analysis on Stability of Subgrade Slope along Hengyang-Nanyue Highway |
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| Authors: | ZHANG Jiawen XING Xinkui ZHANG Aiwei |
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| Institution: | (School of Civil and Architecture Engineering, Guilin University of Technology, Guilin 541004, Guangxi, China) |
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| Abstract: | Stability of subgrade slope is always a difficulty in road construction because it relates to construction progress, safety and line operation in the future directly. Taking the slope engineering along Hengyang-Nanyue Highway as an example, for the cutting slope and the embankment slope, different methods are used to analyze the stability. The results show that entirety of the cutting slope and the embankment are stable. |
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| Keywords: | subgrade slope embankment cutting slope stability analysis reinforcement |
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