Construction Supervion and Control of Double-Walled Steel Cofferdam for Xin Zao Extra-large Pearl River Bridge

机译：新枣特大珠江大桥双壁钢围堰施工监理

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The paper describes in detail the supervisory calculation and site monitoring supervision on therndouble-walled steel cofferdams which were built for main piers of the Xin Zao extra-large PearlrnBridge in nearby Guangzhou City, and briefly introduces the researches on during study and gathersrnexperience on actual tests of load, material, press, displacement of the steel cofferdam.

机译：本文详细介绍了广州附近新枣特大型珠江大桥主墩建造的双壁钢围堰的监控计算和现场监测监控，并简要介绍了研究过程中的研究情况，并收集了实际试验的经验。的载荷，材料，压力，钢围堰的位移。

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来源
《Innovative infrastructures - toward human urbanism : Report》|2012年|1-8|共8页
会议地点 Seoul(KR)
作者
Guo Ming LI; Bing WANG; Zheng Zhi XIA;
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作者单位

ChongQing FengFu Expressway Develpoment of CRBC International Co.,LTD ChongQing, China lujianliguoming@163.com;

ChongQing FengFu Expressway Develpoment of CRBC International Co.,LTD ChongQing, China lujianwangbing＠163.com;

ChongQing FengFu Expressway Develpoment of CRBC International Co.,LTD ChongQing, China 001xiazhengzhi@163.com;

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原文格式 PDF
正文语种 eng
中图分类
关键词
Double-walled steel cofferdam; stress test; displacement test;

机译：双壁钢围堰；压力试验；位移试验;

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Construction Supervion and Control of Double-Walled Steel Cofferdam for Xin Zao Extra-large Pearl River Bridge

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