摘要
本文对某透空式防波堤兼码头结构从挡浪墙底高程的设置、密排桩布置的位置以及密排桩的计算方法进行了探讨;提出一种分离透空式消浪排桩码头新型结构型式。
A permeable breakwater that also serves as berth structure is studied by analyzing the bottom elevation setting of wave wall,the location and calculation method of closely-arranged-piles,which leads to a new structure,i.e.the separated and permeable berth structure supported on closely-arranged-piles that dissipates wave.
作者
王红伟
夏静
赵西增
Wang Hongwei;Xia Jing;Zhao Xizeng(Zhoushan Communications Planning and Design Institute,Zhoushan Zhejiang 316021,China;OceanCollege of Zhejiang University,Zhoushan Zhejiang 316021,China)
出处
《港工技术》
2019年第4期75-78,共4页
Port Engineering Technology
关键词
透空式防波堤
挡浪板
密排桩
分离透空式消浪排桩码头
permeable breakwater
wave-retaining slabs
closely-arranged-piles
separated and permeable berthstructure supported on closely-arranged-piles for wave dissipation
