| 桩基挡板式防波堤内的泊稳状况研究 |
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| 引用本文： | 柳玉良,夏运强,张华昌,沈如军.桩基挡板式防波堤内的泊稳状况研究[J].水运工程,2013(8):86-91. |
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| 作者姓名： | 柳玉良 夏运强 张华昌 沈如军 |
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| 作者单位： | 海军工程设计研究院,北京,100070 |
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| 摘 要： | 以某港扩建工程设计方案为范本，通过整体水工物理模型试验，观测到大量的桩基挡板式单突堤在不同工况波浪作用下港内的泊稳数据，并对这种较为特殊的防波堤的防护效果及影响因素进行了较为完整的分析，试验结果为工程设计提供了很好的参考依据，同时对类似环境条件下的建港工程具有借鉴意义。
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| 关 键 词： | 桩基 挡板 防波堤 泊稳 透射 绕射 |
Wave conditions behind breakwater through cylinder foundation |
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| LIU Yu-liang,XIA Yun-qiang,ZHANG Hua-chang and SHEN Ru-jun.Wave conditions behind breakwater through cylinder foundation[J].Port & Waterway Engineering,2013(8):86-91. |
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| Authors: | LIU Yu-liang XIA Yun-qiang ZHANG Hua-chang and SHEN Ru-jun |
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| Institution: | Navy Engineering Design and Rearch Institute, Beijing 100070, China;Navy Engineering Design and Rearch Institute, Beijing 100070, China;Navy Engineering Design and Rearch Institute, Beijing 100070, China;Navy Engineering Design and Rearch Institute, Beijing 100070, China |
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| Abstract: | Taking the design scheme of a port expansion project as an example, this paper observes large amounts of data on mooring steadiness of cylinder foundation single jetty under a great variety of wave conditions by the 3D physical model test, and analyses the defended effect and influential factors. The test results provide a reference for the harbor engineering construction. |
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| Keywords: | pile foundation baffle breakwater mooring steadiness transmission diffraction |
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