摘要
在水深较大的海域,传统的斜坡式防波堤结构形式因其断面较大使得造价大幅上升。研究成果和工程实例表明:带减压倒L型胸墙的斜坡堤可以优化传统防波堤设计形式,在保证工程安全性和满足使用要求的同时,可以较好地降低工程造价。结合工程案例,对斜坡式防波堤结构优化设计进行研究和探讨,供类似工程参考。
Traditional mound breakwater structure in deeper waters brings cost rise sharply due to its large cross section. According to some research and engineering examples, It is known that rubble mound breakwater with pressure-relieving inverted-L breast wall can optimize the traditional breakwater pattern, guarantee the safety and meet the using requirements. Meanwhile, it can reduce the cost. Combining with an engineering case, this paper probes into the mound breakwater structure optimization design, which provides reference for similar projects.
出处
《水运工程》
北大核心
2014年第4期57-62,共6页
Port & Waterway Engineering
关键词
防波堤
带减压倒L型胸墙的斜坡堤
优化设计
breakwater
rubble mound breakwater with pressure-relieving inverted-L breast wall
optimization design
