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Mechanism of casing failure during hydraulic fracturing: Lessons learned from a tight-oil reservoir in China

机译:液压压裂过程中壳体故障的机制:中国紧储油藏的经验教训

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摘要

Casing failures have been systematically encountered during multi-stage hydraulic fracturing of horizontal wells in some unconventional reservoirs of China. Such failures usually manifest themselves as excessive localized radial deformation of the casing after some fracturing stages, which prevent the bridge plugs of subsequent stages from being installed to the design depths, or even result in abandonment of all remaining fracturing stages. In this paper, aiming at clarifying the casing failure mechanism during hydraulic fracturing, we performed an integrated investigation of tight-oil wells in northwest China, by analyzing the field-gained data and modeling possible mechanisms responsible for the casing failure. The investigation results show that, radial deformation of the casing due to alteration of in-situ stresses, even jointly with poor cement sheath, is far smaller than that observed in the field which could reach the order of magnitude of 1-3 cm. In contrast, we find that shear slips of pre-existing fractures/faults crossing the casing can deform the casing to the observed magnitude, justifying a conclusion that casing failure is due to the shear of pre-existing fractures/faults. This modeling-derived conclusion is supported by the records of micro-seismic events. In addition, lead impression blocks have also run for determining the deformed shape of the casing, and the results match the modeling results for the casing sheared by activated fractures/faults. Effect of fracturing pressure, in-situ stresses, length and orientation of pre-existing fractures/faults on the slippage of the fractures/faults and thus the deformation of the casing are demonstrated by a series of sensitivity studies. Additionally, some insights are derived for mitigating the casing failure in future fracturing jobs in similar unconventional reservoirs.
机译:在中国一些非常规储层的水平井的多阶段水力压裂过程中已经系统地遇到了套管故障。这种故障通常表现为在一些压裂阶段之后的壳体的过度局部径向变形,这防止后续阶段的桥接塞从安装到设计深度,甚至导致放弃所有剩余的压裂阶段。在本文中,旨在澄清液压压裂过程中的外壳故障机制,我们通过分析现场获得的数据和对套管故障的可能机制进行了分析,对西北地区进行了综合调查。调查结果表明,由于原位应力的改变,甚至与差的水泥护套的改变,壳体的径向变形远远小于该领域中观察到的尺寸为1-3厘米的阶数。相比之下,我们发现穿过壳体的预先存在的裂缝/故障的剪切滑动可以使壳体变形到观察到的幅度,证明套管失效是由于预先存在的裂缝/故障的剪切而定的结论。这种造型得出的结论由微地震事件的记录支持。另外,铅印模块也已经运行以确定壳体的变形形状,并且结果与通过活化的裂缝/故障剪切的壳体的建模结果匹配。压裂压力,原位应力,预留裂缝/断层的裂缝,长度和取向对裂缝/断层的滑动,因此通过一系列敏感性研究证明了壳体的变形。此外,由于在类似的非传统水库中,可用于减轻未来压裂工作中的套管故障的一些见解。

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