| 临吉高速公路黄土高边坡设计 |
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| 引用本文： | 邓小鹏.临吉高速公路黄土高边坡设计[J].山西交通科技,2010(2):12-13,24. |
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| 作者姓名： | 邓小鹏 |
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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： | 临吉高速公路黄土高边坡段落长且挖深大,最大挖深达78.3 m,因此合理的边坡设计对高边坡的稳定、工程运营起着至关重要的作用。以＂宽平台陡坡率＂为设计思路,通过对不同坡型下黄土高边坡的稳定性分析,确定了高边坡的设计方案,并应用于工程实践中。
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| 关 键 词： | 公路 黄土 高边坡 坡型 稳定性 分析 边坡 设计 |
The High Loess Slope Design of Linji Expressway |
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| DENG Xiao-peng.The High Loess Slope Design of Linji Expressway[J].Shanxi Science & Technology of Communications,2010(2):12-13,24. |
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| Authors: | DENG Xiao-peng |
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| Institution: | DENG Xiao-peng(Shanxi Provincial Design Institute of Communications,Taiyuan,Shanxi 030012,China) |
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| Abstract: | Based on the design idea of＂wide platform with steep-fronted slope＂,through the analysis of stability for the high loess slope with different slope styles,the design plan of the high loess slope is determined and applied to engineering practice. |
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| Keywords: | highway loess high slope slope style stability analysis slope design |
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