| 粗粒土路堑高边坡设计方法的应用探讨 |
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| 引用本文： | 夏连学,宁金成,张凤萍. 粗粒土路堑高边坡设计方法的应用探讨[J]. 河南科学, 2006, 24(5): 741-744 |
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| 作者姓名： | 夏连学 宁金成 张凤萍 |
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| 作者单位： | 长沙理工大学,长沙,410082;河南交通职业技术学院,郑州,450005;河南交通职业技术学院,郑州,450005;郑州市公路管理局,郑州,450052 |
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| 摘 要： | 影响路堑边坡稳定性的因素很多,也很复杂,给路堑高边坡设计带来一系列困难.针对粗粒土路堑高边坡,探讨其设计方法,以获得经济合理的边坡形式和边坡坡度.
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| 关 键 词： | 粗粒土 路堑高边坡 设计方法 |
| 文章编号： | 1004-3918(2006)05-0741-04 |
| 收稿时间： | 2006-05-19 |
| 修稿时间： | 2006-05-19 |
Application Discussion of the High Slope Design Method for Even Coarse Soils Trench |
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| XIA Lian-xue,NING Jin-cheng,ZHANG Feng-ping. Application Discussion of the High Slope Design Method for Even Coarse Soils Trench[J]. Henan Science, 2006, 24(5): 741-744 |
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| Authors: | XIA Lian-xue NING Jin-cheng ZHANG Feng-ping |
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| Abstract: | There are a lot of factors influencing the stability of slope, and the factors are very complicated too. This brings a series of difficulties for the design of high slope trench. The author explores the design method ccording to even coarse soils to acquire rational slope form and slope. |
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| Keywords: | even coarse soils high slope trench design method |
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