| 一种新型的度汛结构方案 |
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| 引用本文： | 项雨略,高骁.一种新型的度汛结构方案[J].港工技术,2020(2):41-44. |
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| 作者姓名： | 项雨略 高骁 |
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| 作者单位： | 中交上海航道勘察设计研究院有限公司 |
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| 摘 要： | 本文结合工程实例及物理模型试验,提出灌浆块石护顶的度汛结构方案,经济且有效解决了施工期结构度汛安全的问题。
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| 关 键 词： | 度汛结构 灌浆块石 物理模型 |
A New Structure of Flood Control |
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| Xiang Yulue,Gao Xiao.A New Structure of Flood Control[J].Port Engineering Technology,2020(2):41-44. |
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| Authors: | Xiang Yulue Gao Xiao |
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| Institution: | (Shanghai Waterway Engineering Design and Consulting Co.,Ltd.,Shanghai 200120,China) |
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| Abstract: | Combined with the actual situation,numerical simulation and physical model test,the local shield situation is analyzed,and the original grouting block stone shield is optimized as riprap shield,and the top is protected by grouting block stone,so as to ensure the safety and stability of the structure.At the same time,improve economic efficiency. |
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| Keywords: | seawall tide over the flood physical model experiments |
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