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自升式平台穿刺计算方法探讨 被引量:9

Discussion on punch-through calculation method of jackup
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摘要 自升式平台的穿刺会对平台结构或桩腿造成不同程度的损伤,因此非常有必要对作业井位进行插桩穿刺安全性评估。在总结国内外穿刺计算方法的基础上,首先分析了接近穿刺状态下上覆砂层的抗剪切能力,对桩基承载力公式进行了修正;然后对穿刺安全系数进行了探讨,推荐了平台作业期处于台风季时采用的安全系数;最后提出了更完善的穿刺分析和作业流程,并以HYSY9××平台在某井位插桩计算为例验证了所提出的方法。 Jackup installation is often faced with potential punch-through problems, which could produce fatalities on the legs or jacking systems. Thus it is essential to perform installation safety assessment on site specifically before deployment. Based on research of punch-through calculation methods in home and abroad, investigations on shear force of the firm layer, ultimate bearing capacity and safety factor are discussed. An analysis flow chart for potential punch-through site is also proposed. Finally, this analysis method is illustrated with HYSY9 x X installation as an example.
出处 《海洋石油》 CAS 2011年第1期86-89,共4页 Offshore Oil
关键词 自升式平台 穿刺 安全系数 最大承载力 j ackup punch- through safety factor ultimate bearing capacity
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参考文献5

  • 1Kellezi L, Kudsk G, Hofstede H. Jack-up rig foundation design applying 3D FE structure-soil-interaction modeling [ R ]. BGA International Conference on Foundations, Dundee, Scotland, 2008.
  • 2Hossain M S, Hu Y, Randolph M F. Punch-through of spudcan foundations in two-layer clay[R]. 1st International Symposium on Frontiers in Offshore Geotechnics: ISFOG, The Netherlands, A A Balkema, 2005:535 541.
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  • 4宋林松,王建军,黎剑波.自升式平台压载量准静态计算方法应用研究[J].中国海上油气,2010,22(3):193-196. 被引量:6
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