摘要
通过对斜顶桩板桩承台结构在洋山港一期～三期工程的地质条件、结构设计和施工过程不同情况的对比分析,得到在不同边界条件下的斜顶桩板桩承台结构水平变位特点,提出斜顶桩板桩承台结构的设计和施工控制体会,进一步指导后续工程应用。
Based on the analysis of the geologic conditions, structure design and different situations during construction of the batter piles with sheet-pile supported platform bulkhead structure in Yangshan Deepwater Port Phase Ⅰ to. Phase Ⅲ Projects, the paper obtains the lateral displacement characteristics of the batter piles with sheet-pile supported platform bulkhead structure under different boundary conditions, puts forward the design and construction control experiences of the bulkhead structure to guide the application of the structure in follow-up projects.
出处
《水运工程》
北大核心
2008年第10期104-108,共5页
Port & Waterway Engineering
关键词
洋山深水港
斜顶桩板桩承台
应用
体会
Yangshan Deepwater Port
batter piles with sheet-pile supported platform
application
experience
