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Design of Typical Substructure of Sea-Crossing Bridge
Author(s): 
Pages: 16-18,30
Year: Issue:  2
Journal: WORLD BRIDGES

Keyword:  桥梁基础钢管桩承台设计;
Abstract: 东海大桥全长约31 km,工期紧,施工环境恶劣,非通航孔70 m跨下部结构是控制工期的关键工程,通过采用钢管桩、预制混凝土吊箱承台、预制墩身等快捷施工技术,大大加快了施工进度,简要介绍一些设计细节.
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