| 强夯法在港口工程地基处理中的应用及其效果评价 |
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| 引用本文： | 罗大方.强夯法在港口工程地基处理中的应用及其效果评价[J].水运工程,2006(8):97-102. |
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| 作者姓名： | 罗大方 |
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| 作者单位： | 深圳大铲湾现代港口发展有限公司,广东,深圳,518132 |
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| 摘 要： | 通过两个不同地质条件、不同能量的强夯工程实例，介强夯法设计、施工方法；并根据不同实测的强夯有效加固深度，反算并找出Menard公式修正系数的规律。
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| 关 键 词： | 强夯法 地基处理 加固深度 |
| 文章编号： | 1002-4972（2006）08-0097-06 |
| 收稿时间： | 2006-03-30 |
| 修稿时间： | 2006-03-30 |
Application and Effect Appraisal of Dynamic Compaction in Ground Treatment of Port Engineering |
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| LUO Da-fang.Application and Effect Appraisal of Dynamic Compaction in Ground Treatment of Port Engineering[J].Port & Waterway Engineering,2006(8):97-102. |
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| Authors: | LUO Da-fang |
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| Institution: | Shenzhen Dachan Bay Modem Port Development Co., Ltd., Shenzhen 518132, China |
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| Abstract: | Through two engineering examples of dynamic compaction conducted under different conditions and with different energy, this paper introduces the design and construction methods of dynamic compaction; In accordance with different real-measured effective reinforced depth of dynamic compaction, the rules of the revised coefficient of formula Menard are obtained based on back calculation. |
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| Keywords: | dynamic compaction ground treatment reinforced depth |
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