烟台港西港区开孔直立堤设计浅析  

Design of Vertical Breakwater of Perforated Caisson at Yantai Port Western Harbor

作　　者：隋建国 崔冠辰[2] 李元音[2] 

机构地区：[1]烟台港集团有限公司,山东烟台264000 [2]中交第一航务工程勘察设计院有限公司,天津300222

出　　处：《港工技术》2016年第6期36-40,共5页Port Engineering Technology

摘　　要：港口工程发展到今天,适合建港的岸线已经越来越少,人们已经不得不把结构建在在自然条件相对恶劣的地区。作为类似工程的一个典型代表,烟台西港二期防波堤建在10 m厚的软粘土地基上,并且需要对抗周期9 s以上的波浪,本文对该工程直立堤段的设计参数选取和计算方法进行了简要论述,希望能为类似工程的建设提供参考。With the development of port engineering, it is much harder to find appropriate coastline for the construction of port now. Thus maritime structures have to be built in the area where severe natural conditions exist. As a typical project, breakwater phase-2 project at Yantai port western harbor was constructed on 10m thick soft clay foundation, furthermore, the structure was designed to resist the wave occurring repeatedly in the period of 9 seconds or more. A brief introduction is made to the calculation method and the determination of design parameters of the vertical breakwater. The research results may serve as a reference for similar projects.

关 键 词：烟台西港 开孔直立堤 软粘土地基 长周期波浪 

分 类 号：U656.22[交通运输工程—港口、海岸及近海工程]