| 浅谈吴淞江特大桥基桩设计要点 |
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| 引用本文： | 邹永红,杨华,达帆. 浅谈吴淞江特大桥基桩设计要点[J]. 城市道桥与防洪, 2007, 0(1): 38-40 |
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| 作者姓名： | 邹永红 杨华 达帆 |
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| 作者单位： | 中国市政工程西南设计研究院,四川成都,610081;中国市政工程西南设计研究院,四川成都,610081;中国市政工程西南设计研究院,四川成都,610081 |
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| 摘 要： | 该文根据吴淞江特大桥(P.C.变截面连续箱梁)的设计实践,简要介绍了当桥位处地质条件不良情况下,如何选择合理的桩基形式,并结合施工实际情况进行了总结与探讨。
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| 关 键 词： | 特大桥 下部结构 桩基形式 基桩设计 |
| 文章编号： | 1009-7716(2007)01-0038-03 |
| 修稿时间： | 2006-10-09 |
Elementary Introduction to Design Gist of Wusong River Super-large Bridge Foundation Pile |
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| Zou Yonghong,Yang Hua,Da Fan. Elementary Introduction to Design Gist of Wusong River Super-large Bridge Foundation Pile[J]. Urban Roads Bridges & Flood Control, 2007, 0(1): 38-40 |
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| Authors: | Zou Yonghong Yang Hua Da Fan |
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| Abstract: | Based on the design practice of super-large bridge (P. C. variable cross-section continuous box beam) on Wosong River, the article briefly introduces how to select the reasonable pile foundation type under the bad geological condition where the bridge is placed, and combined with the construction practice, the summarization and discussion are carried out. |
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| Keywords: | super-large bridge substructure pile foundation type design of foundation pile |
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