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。
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.
出处
《港工技术》
2011年第4期21-24,共4页
Port Engineering Technology
关键词
爆破挤淤
斜坡堤
箱筒结构
复合直立式
大圆筒结构
blasting compaction
slope embankment
cylindrical caisson structure
compound vertical type
large cylinder structure