| 滨江大道高填土方案对防洪墙影响分析 |
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| 引用本文： | 明玮,乐华.滨江大道高填土方案对防洪墙影响分析[J].城市道桥与防洪,2007(7):56-58. |
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| 作者姓名： | 明玮 乐华 |
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| 作者单位： | 武汉市城市防洪勘测设计院,湖北武汉,430014;武汉市城市防洪勘测设计院,湖北武汉,430014 |
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| 摘 要： | 软土地基中,填土造成土层固结沉降,对建筑物产生很多不利影响。该文通过武汉市滨江大道整体抬高的建设方案,对堤防影响进行了分析,阐述了填土造成的土层固结沉降影响形成的原因及处理方法。
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| 关 键 词： | 整体抬高 防洪墙 附加应力 固结沉降 |
| 文章编号： | 1009-7716（2007）07-0056-03 |
| 收稿时间： | 2007-03-20 |
| 修稿时间： | 2007年3月20日 |
Analysis of Influence of Riverside Avenue High Filling Scheme on Flood Control Wall |
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| Ming Wei,Le Hua.Analysis of Influence of Riverside Avenue High Filling Scheme on Flood Control Wall[J].Urban Roads Bridges & Flood Control,2007(7):56-58. |
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| Authors: | Ming Wei Le Hua |
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| Abstract: | In the soft subgrade, the filling causes the consolidation settlement of the soil course, which will produces more unfavorable influence on the buildings. Through the integral raising construction scheme of Riverside Avenue in Wuhan City, the article analyzes the influence on the embankment, and sets forth the reasons formed by the consolidation settlement influence of soil course because of filling, and treatment methods |
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| Keywords: | integral raising flood control wall additional stress consolidation settlement |
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