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斜坡式防波堤工程优化设计
引用本文:宋军营,宋继浩,齐彥博. 斜坡式防波堤工程优化设计[J]. 水运工程, 2014, 0(4): 57-62
作者姓名:宋军营  宋继浩  齐彥博
作者单位:中交水运规划设计院有限公司,北京 100007;中电投国际矿业投资有限公司,北京 100044;中交水运规划设计院有限公司,北京 100007
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。

关 键 词:防波堤;带减压倒L型胸墙的斜坡堤;优化设计

Optimization design of rubble mound breakwater engineering
SONG Jun-ying,SONG Ji-hao and QI Yan-bo. Optimization design of rubble mound breakwater engineering[J]. Port & Waterway Engineering, 2014, 0(4): 57-62
Authors:SONG Jun-ying  SONG Ji-hao  QI Yan-bo
Affiliation:CCCC Water Transportation Consultants Co.,Ltd.,Beijing 100007,China;CPI International Mining Investment Co.,Ltd.,Beijing 100044,China;CCCC Water Transportation Consultants Co.,Ltd.,Beijing 100007,China
Abstract: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.
Keywords:breakwater  rubble mound breakwater with pressure relieving inverted L breast wall  optimization design
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