利用CPTU进行自升式钻井平台砂土插深预测分析研究
Penetration depth prediction of spudcan in sand based on CPTU data
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摘要: 随着海洋工程的发展,自升式钻井平台被应用于水深更大,环境条件更加恶劣的海域。在这种情况下,自升式钻井平台桩靴的插深预测就成为钻井平台设计计算的重点和难点。原有的计算方法已经不能满足实际工程的需要。为了提高预测精度,根据桩靴贯入砂土的特点,采用球孔扩张理论模拟了桩靴贯入过程中的应力场变化,推导出了该条件下球孔扩张的极限扩孔压力的理论解。在此基础上对钻井船桩靴与静力触探探头受力进行了对比,推导了利用孔压静力触探试验数据计算桩靴承载力的理论表达式。为了验证公式的可靠性,选取中国南海6个实际工程,分别利用传统方法以及本文公式对插桩深度进行了预测,并将预测结果与实测结果进行对比,结果显示方法和实测结果吻合较好。Abstract: With the development of offshore engineering, jack-ups have moved into deeper and harsher environment, hence increasing need to understand the behaviors of jack-ups and to develop more reliable analysis techniques. In order to improve the prediction accuracy, based on the characteristics of the spudcan penetration in sand, the spherical cavity expansion theory is used to analyze the penetration resistance of spudcan under no backflow condition. At the same time, this method is also used to present cone tip resistance of CPTU. According to the analytical solutions, the relationship between spudcan penetration resistance and cone resistance of CPTU is established. In order to verify the reliability of the relationship, the spudcan penetration depths of six jack-ups in South China Sea are predicted by using the traditional method and the proposed method respectively. The predicted results are compared with the measured data. It is shown that the results by the proposed method are in better agreement with the measured data than those by the traditional method commonly used today.