| 长周期波浪作用下斜坡式引堤结构设计分析 |
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| 引用本文： | 孙丽,孙运佳.长周期波浪作用下斜坡式引堤结构设计分析[J].港工技术,2021,58(1):42-46. |
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| 作者姓名： | 孙丽 孙运佳 |
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| 作者单位： | 中交第一航务工程勘察设计院有限公司,天津 300222;中交天津港湾工程研究院有限公司,天津 300222 |
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| 摘 要： | 针对长周期波浪周期长、波能大的特点,本文以具体工程为例,分析了长周期波浪对斜坡式引堤结构稳定性的影响,并结合波浪物理模型断面试验结果和工程造价对方案进行优化设计,为该类工程提供借鉴。
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| 关 键 词： | 长周期波浪 斜坡堤 |
Analysis for Structural Design of Rubble-mound Causeway under Action of Long-period Wave |
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| Sun Li,Sun Yunjia.Analysis for Structural Design of Rubble-mound Causeway under Action of Long-period Wave[J].Port Engineering Technology,2021,58(1):42-46. |
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| Authors: | Sun Li Sun Yunjia |
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| Institution: | (CCCC First Harbor Consultants Co.,Ltd.,Tianjin 300222,China;Tianjin Port Engineering Institute Co.,Ltd.of CCCC First Harbor Engineering Co.,Ltd.,Tianjin 300222.China) |
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| Abstract: | As for high-energy long-period wave,a project is taken as an example to analyze the influence of long-period wave on the structural stability of rubble-mound causeway,and a physical model test of wave cross-section is combined with the project cost to optimize the design plan,which will provide a reference for similar projects. |
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| Keywords: | long-period wave rubble-mound causeway |
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