| 连云港吹填淤泥地基的强夯法加固研究 |
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| 引用本文： | 金晖.连云港吹填淤泥地基的强夯法加固研究[J].水运工程,2007(4):70-74. |
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| 作者姓名： | 金晖 |
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| 作者单位： | 中交第三航务工程勘察设计院有限公司,上海,200032 |
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| 摘 要： | 吹填淤泥形成陆地是当前围海造陆的一种趋势,针对上部使用功能要求的不同,必须对吹填淤泥进行合理的加固处理。连云港庙岭三期工程中,对吹填淤泥预压排水后,采用强夯法进行加固,满足了集装箱堆场的使用要求。
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| 关 键 词： | 强夯 吹填淤泥 加固 |
| 文章编号： | 1002-4972（2007）04-0070-05 |
| 收稿时间： | 2006-09-15 |
| 修稿时间： | 2007-01-08 |
Dynamic Compaction of Hydraulically Filled Silty Soil in Lianyungang Port |
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| JIN Hui.Dynamic Compaction of Hydraulically Filled Silty Soil in Lianyungang Port[J].Port & Waterway Engineering,2007(4):70-74. |
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| Authors: | JIN Hui |
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| Institution: | CCCC Third Harbor Consultants Co., Ltd., Shanghai 200032, China |
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| Abstract: | Land formation through filling silt is a trend of reclamation.The hydraulically filled silt must be consolidated according to the requirement of superstructure.In Miaoling Phase III Project of Lianyungang Port,the hydraulically filled silt is consolidated by dynamic compaction,after preloading and draining.Research is carried out on the feasibility,construction parameters and consolidation effect of dynamic compaction,to meet the requirement of the container yard. |
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| Keywords: | dynamic compaction filling silt compaction |
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