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A new numerical investigation of cement sheath integrity during multistage hydraulic fracturing shale gas wells

机译:多级液压压裂页岩气井水泥鞘完整性的新数值研究

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Volume fracturing of shale gas wells has been observed to lead to the failure of cement sheath and to sustained casing pressure (SCP). This paper presents a new numerical investigation aimed at understanding the failure mechanism of the cement sheath during volume fracturing. A wellbore temperature model was established to obtain the required input parameters for the dynamic temperature boundary. The numerical model considers the coupling of casing, cement sheath, and formation rock to calculate the radial and tangential stresses in the cement sheath. In addition to the cement mechanical properties, the influencing factors considered include the casing pressure, fracturing fluid displacement, and initial temperature. The cement sheath integrity was evaluated using the Mohr-Coulomb failure criterion. The results show that the temperature of cement sheath changes drastically during fracturing. The radial and tangential stresses in the cement sheath change continuously with time. Lowering the internal wellbore pressure can effectively reduce the radial and tangential stresses in the cement sheath. Reducing the fracturing fluid displacement can significantly lower the radial and tangential stresses in the cement sheath. Increasing the initial fracturing fluid temperature will cause the radial stress of cement sheath to increase and the tangential stress to decrease. The use of cements with low Young's modulus values can significantly reduce the radial and tangential stresses in the cement sheath. The use of cements with low Poisson's ratio values can lower the tangential stress. The results obtained using the model were verified by field data that demonstrated no occurrence of casing pressure when using a cement with a low elastic modulus, as suggested by the model.
机译:已经观察到页岩气井的体积压缩,导致水泥护套的失效和持续的壳体压力(SCP)。本文提出了一种新的数值调查,旨在了解体积压裂过程中水泥护套的失效机理。建立井筒温度模型以获得动态温度边界所需的输入参数。数值模型考虑了壳体,水泥护套和形成岩石的耦合,以计算水泥护套中的径向和切向应力。除了水泥机械性能外,考虑的影响因素包括壳体压力,压裂液位,初始温度。使用MoHR-Coulomb失败标准评估水泥鞘完整性。结果表明,在压裂过程中,水泥鞘的温度大幅变化。水泥鞘中的径向和切向应力随时间连续变化。降低内部井筒压力可以有效地降低水泥护套中的径向和切向应力。降低压裂流体位移可以显着降低水泥护套中的径向和切向应力。增加初始压裂液温度会导致水泥护套的径向应力增加,并且切向应力降低。使用低杨氏模量值的水泥可以显着降低水泥护套中的径向和切向应力。使用低泊松比率值的水泥可以降低切向应力。使用模型的现场数据验证了使用模型获得的结果,所述现场数据在使用具有低弹性模量的水泥时不会出现壳体压力,如模型所示。

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