| 关于堤防加高培宽的思考 |
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| 引用本文： | 黄扬一. 关于堤防加高培宽的思考[J]. 长江工程职业技术学院学报, 2001, 18(3): 17-19 |
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| 作者姓名： | 黄扬一 |
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| 作者单位： | 长江水利委员会第九工程勘测院,湖南,岳阳,414000 |
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| 摘 要： | 堤防加高培宽一定程度上提高了防御标准 ,但由此也带来了不可忽视的负效应 ,以致堤基出现新的险情。因此除非漫溢堤段 ,一般不宜采取加高措施 ,更重要的是堤基的渗控处理
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| 关 键 词： | 堤防 整险加固 地基 负效应 渗透破坏 |
| 文章编号： | 1009-0908(2001)03-0017-03 |
| 修稿时间： | 2001-04-10 |
Thoughts on Heightening and Widening of Dykes |
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| HUANG Yang-yi. Thoughts on Heightening and Widening of Dykes[J]. Journal of Changjiang Engineering Vocational College, 2001, 18(3): 17-19 |
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| Authors: | HUANG Yang-yi |
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| Abstract: | Heightening and widening of dykes has,to a certain extent,raised the flood control standard but caused negative effect which can not be neglected,bringing about new dangerous cases in the dyke base.So,generally it is not suitable to heighten a dyke unless water overflows it.It is more important to control leekage. |
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| Keywords: | dyke renovation and reinforcement of dykes foundation negative effect osmotic destruction |
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