首页> 外文会议>Offshore Technology Conference;ExxonMobil;FMCTechnologies;Schlumberger >Simulation Experiment and Mechanism Research on the Change of Lateral Friction Against Surface Conductor in Deepwater Drilling
【24h】

Simulation Experiment and Mechanism Research on the Change of Lateral Friction Against Surface Conductor in Deepwater Drilling

机译:深水钻井中表面导体侧向摩擦力变化的模拟实验及机理研究

获取原文
获取原文并翻译 | 示例

摘要

Lateral friction against surface conductor plays an important role in the stability of subsea wellhead. Itrnchanges during jetting process and increases with soaking time. But the change rule and mechanismrnremain unclear. Therefore, the purpose of this paper is to explore the change mechanism of lateral frictionrnduring and after conductor jetting process by field experiment and numerical simulation.rnFirstly, a field experiment was conducted to simulate actual surface conductor jetting process. Therntime- dependent change rule of radial pressure, pore water pressure and effective skeleton pressure werernobtained. Then, the stress states of soil bodies during this process were analyzed. Based on experiment andrnanalysis results, the primary reason that causes the change of lateral friction was found. After that, tornexplore the specific change features of bearing capacity of seabed soil for surface conductor, another fieldrnexperiment was conducted. Finally, finite element method was adopted to simulate the conductor jettingrnprocess and to verify the research conclusions.rnThe field simulation experiment showed that the sensor at the base of surface conductor suffersrnconspicuous higher value of radial pressure than other sensors above. Meanwhile, the effective pressurernof each layer has a tendency of declining as time increasing and then gradually adds after reaching arncertain value. These regularities matches the change rule of radial pressure on piles during driving process.rnBased on the stress analysis, it is certain that the soil compaction effect does exist in conductor jettingrnprocess, caused by which, the formation and dissipation of pore water pressure during jetting processrnwould be highly related to the change of lateral resistance against surface conductor. After jetting intornposition, soil lateral friction would increase with time non-linearly. The change rate would gradually risernat the first 10 hours. After 72 hours, the added values of friction are small and the change rate turns tornflat. According to the numerical modeling results, under the action of jetting force, on one hand, soilrnbodies that are closed to bit are cut into grains and flow out from wellbore with drilling fluid; on the other,rnsoil bodies that are farther from bit would be squeezed down and then pushed around.rnPrevious studies mainly considered the soaking time and bearing capacity of surface conductor,rnfocused on specific values. This research designed a system to simulate surface conductor jetting processrnto explore the change mechanism of lateral friction against surface conductor by combining the methodrnof numerical modeling and field experiment.
机译:与地面导体的侧向摩擦对海底井口的稳定性起着重要作用。在喷射过程中其变化并随着浸泡时间而增加。但是变化的规则和机制仍然不清楚。因此,本文的目的是通过田间试验和数值模拟,探讨导体喷射过程中及喷射过程后侧向摩擦力的变化机理。首先,进行了野外实验,以模拟实际的表面导体喷射过程。得出了径向压力,孔隙水压力和有效骨架压力随时间变化的规律。然后,分析了该过程中土体的应力状态。根据实验和分析结果,发现了引起侧向摩擦变化的主要原因。之后,探讨了海床土对表面导体承载力的具体变化特征,进行了另一场野外实验。最后,采用有限元方法对导体喷射过程进行了仿真,并验证了研究结论。现场模拟实验表明,表面导体底部的传感器比上面的其他传感器具有更高的径向压力值。同时,随着时间的增加,每层的有效压力都有下降的趋势,达到一定值后逐渐增加。这些规律与打桩过程中径向压力的变化规律相吻合。rn基于应力分析,可以确定导体喷射过程中确实存在土壤压实效应,从而导致喷射过程中孔隙水压力的形成和消散。与表面导体的横向电阻的变化高度相关。喷射到位后,土壤侧向摩擦力将随时间非线性增加。变化率将在最初的10个小时内逐渐上升。 72小时后,摩擦的附加值很小,并且变化率变得平坦。根据数值模拟结果,一方面,在喷射力的作用下,封闭钻头的土体被切成颗粒,并随钻井液从井筒中流出。另一方面,距离钻头较远的土壤体将被挤压然后推向四周。先前的研究主要考虑表面导体的浸泡时间和承载力,重点是特定值。本研究设计了一个模拟表面导体喷射过程的系统,通过结合数值模拟方法和现场实验,探索了表面导体横向摩擦的变化机理。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号