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自升式钻井平台桩腿入泥深度计算研究 被引量:22

Research on leg penetration depth calculation of jack-up drilling platform
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摘要 开展了桩腿与海底土相互作用分析,提出了自升式钻井平台桩腿承载力计算模型,该模型考虑了插桩速度、桩靴上覆土压力、群桩效应等因素的影响。现场应用表明,本文提出的自升式钻井平台桩腿承载力计算模型在预测桩腿入泥深度时具有非常高的准确度,相对误差在10%以内。 The leg bearing capacity model of jack-up drilling platform has been built through analysis on leg and seabed soil interaction. And the factors such as the penetration speed, pile shoe overburden pressure, the effect of group piles have been taken into consideration during modeling. Field application in dicates that the proposed calculation model for leg bearing capacity of the jack up drilling platform has high accuracy in predicting the leg penetration depth, with the relative error less than 10%.
出处 《中国海上油气》 CAS 北大核心 2012年第6期58-60,共3页 China Offshore Oil and Gas
关键词 自升式钻井平台 桩腿 承载力 入泥深度 计算模型 jackty penetrationup platform leg depth calculation
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  • 1鹿群,龚晓南,马明,王建良.一例静力压桩挤土效应的观测及分析[J].科技通报,2007,23(2):232-236. 被引量:10
  • 2中国船级社.海上移动平台入级与建造规范[M].北京人民交通出版社,1992..
  • 3项忠权.自升式钻井平台振动的研究[J].石油学报,1981,2(1).
  • 4潘斌.移动式平台设计[M].上海:上海交通大学出版社,1985..
  • 5任贵永.海上自升式钻井平台结构动力分析.第四届全国海事技术研讨会论文集[M].上海,1999..
  • 6胜利石油管理局 青岛海洋大学.埕岛油田勘探开发海洋环境[M].青岛,1993..
  • 7MSL(2004). Guidelines for jack-up rigs with particular refer- ence to foundation integrity[ M]. MSL Engineering Limited for the Health and Safety Executive,Research Report 289.
  • 8TEH K L, LEUNG C F,CHOW Y K. Prediction of punch- lhrough for spudcan penetration in sand overlying clay[C]. Houston: Offshore Technology Conference, 2009.
  • 9TRANSOCEAN L. Malaysia: transocean rig off malaysia dam aged in bad weather[RB/OL]. [2010- 09 -28]. http://www. energy pedia, com/article, aspx? articleid = 138098.
  • 10SEADRILL L. Seadrill 5 suffers leg damage in punch through incident[RB/OL]. [2010- 10- 09]. http://www, rigzone, com/ NEWS/article. asp? a_id = 28725.

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