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
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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。对于同类工程设计中应考虑的主要因素提出了自己的见解
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
引文
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.
    2 JGJ4-80,工业与民用建筑灌注桩基础设计与施工规程[S].

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