| 曹妃甸吹填砂土地基强夯施工工艺试验研究 |
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| 引用本文： | 郭玉彬,李虹.曹妃甸吹填砂土地基强夯施工工艺试验研究[J].中国港湾建设,2014(1):57-60,84. |
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| 作者姓名： | 郭玉彬 李虹 |
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| 作者单位： | [1]中交天津港湾工程研究院有限公司,天津市港口岩土工程技术重点实验室,港口岩土工程技术交通行业重点实验室,天津300222 [2]中交第四航务工程勘察设计院有限公司,广东广州510230 |
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| 摘 要： | 结合曹妃甸矿石码头二期堆场地基加固试验工程，对采用强夯法加固存在黏土夹层的吹填粉细砂土地基的施工工艺进行了研究和分析，为工程后续大面积加固以及同类工程施工提供指导和借鉴。
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| 关 键 词： | 强夯 施工工艺 黏土夹层 加固效果 |
Experimental study on dynamic consolidation technology in Caofeidian dredger fill sandy soil foundation |
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| GUO Yu-bin,LI Hong.Experimental study on dynamic consolidation technology in Caofeidian dredger fill sandy soil foundation[J].China Harbour Engineering,2014(1):57-60,84. |
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| Authors: | GUO Yu-bin LI Hong |
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| Institution: | 2 ( 1. CCCC Tianjin Port Engineering Institute Co., Ltd., Key Laboratory of Port Geotechnical Engineering of the Ministry of Communications, Key Laboratory of Port Geotechnical Engineering of Tianjin , Tianjin300222, China; 2. CCCC Fourth Harbor Consultants Co., Ltd., Guangzhou, Guangdong 510230, China) |
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| Abstract: | Combined with the base consolidation test project for yard phase II of Caofeidian ore terminal, the dynamic consoli- dation technology used in dredger fill sandy soil foundation with clay interlayer is studied and analyzed, which will provide guidance and reference for this project and similar projects. |
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| Keywords: | dynamic consolidation construction technology clay interlayer reinforcement effect |
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