Simulation on wellbore integrity at casing shoe during fracturing for shale gas wells

Xueli Guo, Yong-Bo Yu, H. Ji, Jiyun Shen, J. Li, Bing Li
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Abstract

Wellbore integrity is significant to maintain and improve the production performances of shale wells. In Duvernay Canada, casing deformation near the top of Ireton with a few natural faults and cracks is severe during multi-fracturing. It is urgent to reveal the mechanism to reduce the risk of wellbore failure. In this paper, casing deformation and micro-seismic signal at casing shoe is analysed. The maximum deformation of the casing can reach to be 44.4mm. Based on the focal mechanism, it is easy to get the formation slip displacement. Under the condition of geology and wellbore geometry, a three-dimensional stage finite element method considering the whole drilling process is established to simulate the influence of fault on casing deformation. The results indicate that cement sheath at casing shoes intend to be failure during fracturing, where the fracturing fluid will immerse into the formation of Ireton thorough the micro-annulus of cement sheath. When the pore pressure is large enough to activate the natural fault, the micro-seismic signal at the casing shoe is frequent with the magnitude up to 3. Under this condition, the faults slippage can be 55 mm, and the casing deformation will be 34.9 mm. This is consistent with the actual deformation of casing. Along easy-slip formation position, cement property and wellbore structure should be optimized to prevent fracturing fluid entering the formation. Fracturing operation should be optimized to avoid generating high-magnitude seismic signals during the fracturing process, thereby reducing the possibility of casing shear deformation.
页岩气井压裂套管鞋井筒完整性模拟
井筒完整性对于维持和提高页岩井的生产性能具有重要意义。在加拿大Duvernay, Ireton顶部附近有一些天然断层和裂缝,在多次压裂过程中套管变形严重。为了降低井筒破坏的风险,迫切需要揭示其机理。本文对套管变形和套管鞋处微震信号进行了分析。套管最大变形可达44.4mm。根据震源机制,很容易得到地层滑动位移。在地质条件和井筒几何条件下,建立了考虑整个钻井过程的三维阶段有限元方法,模拟了断层对套管变形的影响。结果表明,在压裂过程中,套管鞋处的水泥环将发生破坏,压裂液将通过水泥环的微环空渗入地层中。当孔隙压力大到足以激活天然断层时,套管鞋处微震信号频繁,震级可达3级。在此条件下,断层滑移可达55 mm,套管变形可达34.9 mm。这与套管的实际变形情况一致。沿着易滑地层位置,应优化固井物性和井筒结构,防止压裂液进入地层。优化压裂作业,避免在压裂过程中产生高震级地震信号,从而降低套管剪切变形的可能性。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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