| 用振动挤淤法处理标准海堤的软土地基 |
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| 引用本文： | 曾繁平,王钊,肖元清.用振动挤淤法处理标准海堤的软土地基[J].中国农村水利水电,2004(10):33-36. |
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| 作者姓名： | 曾繁平 王钊 肖元清 |
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| 作者单位： | 武汉大学土木建筑工程学院,湖北,武汉,430072 |
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| 摘 要： | 以淤泥类软土的动力特性为基础发展起来的振动挤淤法，在标准海堤软土地基处理中有其独特的实用性。根据海堤的工程特点，分析了振动挤淤法在处理海堤软土地基的必要性和可行性。并着重阐述了振动挤淤法中3个关键施工参数的理论分析和工程实践，这3个参数包括：基础埋深，最小垫层厚度，施工机械作业参数。
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| 关 键 词： | 振动挤淤法 软土地基处理 淤泥类软土的动力特性 海堤工程 |
| 文章编号： | 1007-2284(2004)10-0033-03 |
| 修稿时间： | 2004年3月27日 |
Soft Soil Foundation Treatment of Standard Sea Embankment by Vibration and Silt-Squeezing Method |
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| ZENG Fan-ping,WANG Zhao,XIAO Yuan-qing.Soft Soil Foundation Treatment of Standard Sea Embankment by Vibration and Silt-Squeezing Method[J].China Rural Water and Hydropower,2004(10):33-36. |
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| Authors: | ZENG Fan-ping WANG Zhao XIAO Yuan-qing |
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| Abstract: | The vibration and silt-squeezing method is developed on the basis of silt soft soil dynamic properties, so it has its unique practicability in the soft soil foundation treatment of standard sea embankment. The necessity and feasibility of application of the vibration and silt-squeezing method in the treatment of sea embankment soft soil foundation are analyzed according to the engineering properties of sea embankment. Three key construction parameters, i.e. the foundation depth buried, the minimum padding depth, and construction machinery working parameter, in the theory analysis and engineering practice are expatiated in detail. |
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| Keywords: | vibration and silt squeezing method soft soil foundation treatment silt soft soil dynamic property sea embankment project |
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