| 均匀设计和灰色理论在基坑支护参数分析中的应用 |
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| 引用本文： | 郭红英.均匀设计和灰色理论在基坑支护参数分析中的应用[J].平顶山工学院学报,2007,16(4):57-59. |
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| 作者姓名： | 郭红英 |
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| 作者单位： | 平顶山工学院,河南,平顶山,467001 |
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| 摘 要： | 运用均匀设计和灰色理论结合数值模拟技术分析了土钉间距、土钉倾角、土钉长度布置方式的不同对基坑变形的影响,得到了一些对基坑工程设计和施工有工程实际意义的结论。
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| 关 键 词： | 均匀设计 灰色理论 基坑 |
| 文章编号： | 1671-9662（2007）04-0057-03 |
| 修稿时间： | 2007-06-11 |
Application of uniformity design and gray theory in parameter analysis of foundation pit retaining |
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| GUO Hong-ying.Application of uniformity design and gray theory in parameter analysis of foundation pit retaining[J].Journal of Pingdingshan Institute of Technology,2007,16(4):57-59. |
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| Authors: | GUO Hong-ying |
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| Affiliation: | Pingdingshan Institute of Technology,Pingdingshan 467001,China |
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| Abstract: | The influences of factors on the deformation of foundation pit are discussed with the uniformity design and gray theory in this article,including the spacing of soil nail,the inclination of soil nail,the collocation and length of soil nail.The conclusions that are valuable for designing and construction of deep foundation engineering are found. |
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| Keywords: | uniformity design gray theory foundation pit |
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