| 烟台港西港区防波堤结构方案比选 |
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| 引用本文： | 李秀英,杨文斌.烟台港西港区防波堤结构方案比选[J].港工技术,2011(4):21-24. |
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| 作者姓名： | 李秀英 杨文斌 |
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| 作者单位： | [1]中交第四航务工程勘察设计院有限公司,广东广州510230 [2]中交第一航务工程勘察设计院有限公司,天津300222 |
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| 摘 要： | 烟台港西港区防波堤工程所在海域水深浪大,天然地基的承载能力较差.在防波堤结构方案设计中,通过对传统抛石斜坡式、复合直立式、箱筒结构直立式和大圆筒结构直立式等多种防波堤结构型式的综合比较,选定适合于本工程且经济合理的防波堤结构方案.
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| 关 键 词： | 爆破挤淤 斜坡堤:箱筒结构 复合直立式 大圆筒结构 |
Comparison and Selection of Marine Structure Plan for Breakwater in West Port Area of Yantai Port |
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| Li Xiuying,Yang Wenbin.Comparison and Selection of Marine Structure Plan for Breakwater in West Port Area of Yantai Port[J].Port Engineering Technology,2011(4):21-24. |
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| Authors: | Li Xiuying Yang Wenbin |
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| Institution: | 1. CCCC FHDI Engineering Co., Ltd., Guangzhou Guangdong 510230, China; 2. CCCC First Harbor Consultants Co., Ltd., Tianjin 300222, China) |
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| Abstract: | West Port Area breakwater project of Yantai Port is located in the sea area where deep water level and strong wave exist, the bearing capacity of natural foundation is worse. As for breakwater design, through comprehensive comparison among traditional riprap slope type, compound vertical type, cylindrical caisson vertical type and large cylinder vertical type breakwaters, the economic and reasonable breakwater design plan that suits the project is determined. |
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| Keywords: | blasting compaction slope embankment cylindrical caisson structure compound vertical type large cylinder structure |
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