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摘要:
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在港口及海岸工程中,斜坡堤是一种传统的、广为采用的结构形式。文章通过模型试验,分析了波浪作用下不同肩台宽度对斜坡堤断面的稳定性、越浪量和胸墙受力情况的影响,对斜坡堤护面肩台宽度进行了调整,达到了优化的目的。
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Rubble mound breakwaters are a traditional and widely used type of structure in port and coastal construction works.The influence of different widths of bermes upon the stability,overtopping and stress on the parapet wall of a rubble mound breakwater under the action of waves was analyzed with model testing,on the basis of which the width of the berme to armour a rubble mound breakwater was modified,thus optimizing the width of the berme.
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基金项目:
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作者简介:
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参考文献:
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[1]JTJ213-98,海港水文规范[S].
[2]JTJ298-98.防波堤设计与施工规范[S].
[3]JTJ234-2001.波浪模型试验规程[S].
[4]天津海岸带公司.宁德核电厂东护岸结构断面优化物理模型试验研究报告[R].2007.
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