| 路堑高边坡稳定性分析方法和工程实践 |
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| 引用本文： | 李刚,周向辉.路堑高边坡稳定性分析方法和工程实践[J].岩土工程技术,2005,19(3):155-159. |
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| 作者姓名： | 李刚 周向辉 |
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| 作者单位： | 1. 中交第一公路勘察设计研究院,陕西西安,710075
2. 陕西省公路局,陕西西安,710068 |
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| 摘 要： | 探讨了高速公路路堑高边坡的实用工程分类方法,重点分析了岩质高边坡的破坏模式、稳定性分析方法、附加荷载的考虑方法、计算指标的选取方法等问题,结合多年来高边坡设计工作中的经验,探讨了高边坡的设计方法和工程对策。
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| 关 键 词： | 高边坡 破坏模式 稳定性 工程实践 |
| 文章编号： | 1007-2993(2005)01-0155-05 |
| 修稿时间： | 2005年2月28日 |
Analysis of High Side Slope Stability and Some Experiences from Practices |
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| Li Gang,Zhou Xianghui.Analysis of High Side Slope Stability and Some Experiences from Practices[J].Geotechnical Engineering Technique,2005,19(3):155-159. |
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| Authors: | Li Gang Zhou Xianghui |
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| Abstract: | The method of applied engineering classification of high side slope is analysed and discussed. Some main problems are analysed,such as the typical deformation pattern, the method of stability analysis, the selection of computation indices and ect. With the experiences from the practices of high side slope design in many years, the high side slope design method and the countermeasures in construction are discussed. |
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| Keywords: | high side slope deformation pattern stability engineering practices |
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