| 对公路工程中黄土湿陷性问题的探究 |
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| 引用本文： | 刘国锋.对公路工程中黄土湿陷性问题的探究[J].交通节能与环保,2019,15(2):96-97. |
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| 作者姓名： | 刘国锋 |
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| 作者单位： | 洛阳璟信公路工程科技发展有限公司,河南 洛阳,471000 |
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| 摘 要： | 文章通过对公路工程中黄土湿陷性的试验探究,在结合我国公路工程发展特点的基础上,提出黄土增湿陷性量计算的主要方法以及黄土增湿速率的基本方法,除此之外,并分析了在路堤填土小于或者大于相对高度的时候,对黄土地基的湿陷变形不予以考虑。
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| 关 键 词： | 公路工程 黄土湿陷性 增湿变形 公路路基 |
Research on Loess Collapsibility in Highway Engineering |
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| LIU Guofeng.Research on Loess Collapsibility in Highway Engineering[J].Marine Energy Saving,2019,15(2):96-97. |
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| Authors: | LIU Guofeng |
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| Institution: | (LuoyangYuxin Highway Engineering Technology Development Co.,Ltd.,Luoyang Henan 471000,China) |
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| Abstract: | Through the experimental research on the collapsibility of loess in highway engineering,combined with the development characteristics of highway engineering in China,the main methods for calculating the amount of loess and the basic method of loess humidification rate are proposed.It is also analyzed that the embankment deformation of the loess foundation is not taken into account when the embankment fill is less than or greater than the relative height. |
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| Keywords: | highway engineering loess collapsibility humidification deformation highway subgrade |
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