摘要
上港集团宝山码头江堤综合改造工程要求防汛墙防御能力达到200年一遇高潮位6.34m+12级风(正面袭击)标准。并给防汛墙结构的防渗体系带来了极高的要求。为此对同一工程的几种结构形式进行比选分析,并提出优选方案。可供参考。
The river dike comprehensive reform engineering of Baoshan Terminal of SIPG demands that the flood prevention ability reach 6.28 m which 200 years return period plus hurricane. So river dike is design to have multi foundations of constructive weir, complex foundation waterproofing positive system. The general situation of engineering, comparison of river dyke structure system, recommending plan and key technology of it are introduced, which could be referenced.
出处
《港口科技》
2013年第5期31-35,共5页
Port Science & Technology
关键词
港口
防汛墙
防渗体系
桩基
整体位移.
port flood wall waterproofing system pile foundation Overalldisplacement
