期刊文献+

自立式钢管塔结构的基桩与桩帽间极限承载力验算及工程应用

Verification of Ultimate Bearing Capacity between Foundation Piles and Pile Caps for Isolated Steel Pipe Towers and Engineering Application of such Verification
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摘要 结合工程实例 ,针对自立式钢管塔结构的基桩与桩帽的连接部位的极限承载力进行了验算 ,并在实际工程中得到成功的应用。 Verification of the ultimate bearing capacity between foundation piles and pile caps for isolated steel pipe towers was made in conjunction with practical engineering works and the results of the verification were successfully used in an engineering project.The author presents his own views on the major factors which should be considered during the design of similar projects
作者 王正刚
出处 《中国港湾建设》 北大核心 2001年第4期17-19,共3页 China Harbour Engineering
关键词 钢管塔 基桩 桩帽 承载力 应用 设计 建议 steel pipe tower foundation pile pile cap bearing capacity application design recommendation
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参考文献2

  • 1施岚青,沙志国,周起敬.混凝土结构设计规范应用指南[M].北京:地震出版社,1992.
  • 2JGJ 4-80,工业与民用建筑灌注桩基础设计与施工规程[S].

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