遮帘桩方案改造板桩码头离心模型试验研究  

Centrifuge model tests on sheet-piled wharf renovated by barrier pile project

作　　者：李景林[1] 王剑平[1] 蔡正银[1] 刘永绣[2] 

机构地区：[1]南京水利科学研究院岩土工程研究所,江苏南京210024 [2]中交第一航务工程勘察设计院,天津300222

出　　处：《岩土工程学报》2006年第8期978-982,共5页Chinese Journal of Geotechnical Engineering

摘　　要：结合京唐港#14、#15泊位板桩码头升级改造工程,运用离心模型试验技术对采用遮帘桩方案进行改造的码头结构受力状态和变形特点展开研究。改造前后试验结果的对比分析表明:遮帘桩方案用于改造板桩码头是合理的、可行的。The working state and deformation property of the structure of sheet-piled wharf renovated by the barrier pile project at berths 14, 15 of Jingtang harbor were studied with centrifuge model tests. It was shown that renovation of sheet-piled wharf with barrier pile project were reasonable and feasible.

关 键 词：遮帘桩 前板桩墙 锚碇墙 板桩码头 离心模型试验 

分 类 号：TU411[建筑科学—岩土工程]