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The Research on Influence of Unloading on Borehole Stability in Clay-Rich Shale Formation

机译:卸荷对富粘土页岩地层钻孔稳定性影响的研究

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Introduction:Unloading phenomenon happens in the beginning of drilling and is able to change stress state around borehole. This change of stress state causes impact on rock structure and strength, thus affecting the evaluation of wellbore stability. Especially for determining initial mud pressure, unloading is a significant influence factor. Clay-rich shale formation is well-known for high risk of borehole collapsing, appropriate mud pressure is necessary to stabilize wellbore. Therefore, the unloading influence needs to be considered when it comes to selection of initial mud pressure.Materials and Methods:In this paper, based on the triaxial test, unloading situation has been simulated to investigate the influence of unloading on rock mechanical property. It is shown that clay-shale strength declines with increasing unloading range. Also, note that in comparison with internal friction angle, cohesion has larger decline caused by unloading.Results:Taking account of the unloading influence, new model has been established to investigate wellbore stability. These results demonstrate that unloading creates variable strength decrease at the wall of borehole due to different in-situ stress and well trajectory. This strength decrease gives rise to increasing collapse pressure. In particular, unloading has relatively larger impact in the formation with strong anisotropy and high in-situ stress. Besides, inappropriate well trajectory will increase unloading impact.Conclusion:Finally, this model has been applied to several cases in clay-shale formation, Northern China. And the new model in each case is well consistent with oilfield experience, indicating its practicability and proving unloading is a non-negligible factor for the assessment of wellbore stability.
机译:简介:卸荷现象发生在钻井开始时,能够改变井眼周围的应力状态。应力状态的这种变化会影响岩石结构和强度,从而影响井眼稳定性的评估。特别是对于确定初始泥浆压力,卸载是一个重要的影响因素。富含粘土的页岩地层因井壁崩塌的高风险而闻名,需要适当的泥浆压力来稳定井筒。因此,在选择初始泥浆压力时需要考虑卸荷的影响。材料与方法:本文在三轴试验的基础上,模拟了卸荷情况,研究了卸荷对岩石力学性能的影响。结果表明,随着卸荷范围的增加,泥页岩强度逐渐降低。另外,与内摩擦角相比,卸荷引起的内聚力下降较大。结果:在考虑卸荷影响的基础上,建立了研究井筒稳定性的新模型。这些结果表明,由于不同的原地应力和井眼轨迹,卸载会在井壁处产生可变的强度下降。强度的降低导致塌陷压力增加。特别是,卸载对具有强各向异性和高原地应力的地层影响较大。结论:最后,该模型已应用于华北地区泥页岩形成中的几种情况。而且新模型在每种情况下都与油田经验很好地吻合,表明它的实用性和证明卸荷是评估井眼稳定性的不可忽略的因素。

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