| 天津港半圆体防波堤工程沉降位移分析 |
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| 引用本文： | 彭增亮.天津港半圆体防波堤工程沉降位移分析[J].中国港湾建设,2007(5):6-11. |
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| 作者姓名： | 彭增亮 |
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| 作者单位： | 中交一航局第一工程有限公司,天津,300456 |
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| 摘 要： | 半圆体防波堤结构首次在天津港北大防波堤超软地基上应用,工程施工过程中实测了大量数据,通过对资料的分析,揭示了沉降规律,得出了适于该工程的地基参数,并对内侧吹泥对堤身的影响做出了分析,为类似工程的施工积累了经验。
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| 关 键 词： | 防波堤 半圆型 沉降 |
| 文章编号： | 1003-3688（2007）05-0006-06 |
| 修稿时间： | 2007-07-172007-08-31 |
Analysis of Settlement and Displacement for Semi-circle Breakwater of Tianjin Port |
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| PENG Zeng-liang.Analysis of Settlement and Displacement for Semi-circle Breakwater of Tianjin Port[J].China Harbour Engineering,2007(5):6-11. |
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| Authors: | PENG Zeng-liang |
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| Institution: | No. 1 Eng. Co. Ltd. of CCCC First Harbor Eng. Co. Ltd. , Tianjin 300456, China |
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| Abstract: | The semi-circle breakwater was first used on very soft soil foundation at Beidagang Breakwater of Tianjin Port.A large quantity of data was measured in the process of project construction.Through data analysis,the regulation of settlement was revealed,the foundation soil parameters be suitable for the project was obtained.The effect of reclamation inside breakwater on levee body was also analyzed.The experience was accumulated for similar works. |
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| Keywords: | breakwater semi-circle settlement |
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