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长周期波浪作用下斜坡式引堤结构设计分析
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
作者姓名:孙丽  孙运佳
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
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.

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
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
Authors:Sun Li  Sun Yunjia
Affiliation:(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)
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.
Keywords:long-period wave  rubble-mound causeway
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