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近海桩基轴向极限承载力的API规范设计计算研究
引用本文:朱克强,李斌,魏跃,刘永林,郑道昌,舒海平.近海桩基轴向极限承载力的API规范设计计算研究[J].港工技术,2008(3):25-28.
作者姓名:朱克强  李斌  魏跃  刘永林  郑道昌  舒海平
作者单位:宁波大学海运学院,浙江宁波,315211
基金项目:国家自然科学基金 , 教育部长江学者奖励计划 , 上海交通大学海洋工程国家重点实验室研究基金
摘    要:近海工程使用桩基础很多,应用较为广泛地有预制打入桩、钻孔灌注桩和爆扩桩,而其中尤以预制打入开口式钢管桩应用最为广泛。综合桩的轴向极限承载力的论述,以开口式钢管桩为例,给出在近海工程中应用最为广泛的API-RP2A方法关于导管架平台桩的轴向极限承载力的设计计算,并将其与手工计算进行比较,表明一般程序运行结果略大于手算结果。

关 键 词:导管架平台  桩基  轴向承载力

Research on Design and Calculation of Jacket Platform Pile's Axial Capacity with API Law
Zhu Keqiang,Li Bin,Wei Yue,Liu Yonglin,Zheng Daochang,Shu Haiping.Research on Design and Calculation of Jacket Platform Pile''''s Axial Capacity with API Law[J].Port Engineering Technology,2008(3):25-28.
Authors:Zhu Keqiang  Li Bin  Wei Yue  Liu Yonglin  Zheng Daochang  Shu Haiping
Abstract:The pile foundation are commonly used in offshore engineering,the precast drived pile,bored pile and explosion-expanded pile are used widely and the precast drived open steel pipe pile are used more widely.The discuss about pile's axial capacity are synthesized and the design and calculation of jacket platform pile's axial capacity with API-RP 2A method which is applied most widely in offshore engineering are introduced by the example of open steel pipe pile.It is shown that the calculation result by the general program is rather bigger than that by manual.
Keywords:jacket platform  pile  axial capacity  
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