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。
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.
出处
《城市道桥与防洪》
2007年第1期38-40,共3页
Urban Roads Bridges & Flood Control
关键词
特大桥
下部结构
桩基形式
基桩设计
super-large bridge, substructure, pile foundation type, design of foundation pile