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Emergence of Delamination Fractures Around the Casing and Its Stability

机译:套管周围分层断裂的出现及其稳定性

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摘要

Casing support and zonal isolation are principal objectives in cementing the wells; however, the latter objective always raises the most concern particularly when there is a potential formation fluid migration into the cement sheath. Wellbore integrity is highly dependent upon the integrity of the interfacial bonding between the cement and the formation as well as the bonding between casing and cement. A closer look at the common cement strength test data, performed routinely in the labs, reveals a complicated behavior that cannot be simply modeled using a single parameter, i.e., the interfacial strength. Here, we used cohesive interface constitutive equation to model the behavior of cement interfaces. Formation of microannulus is modeled by utilizing an axisymmetric poroelas-tic finite element model enriched with cohesive interfaces to simulate initiation of the failure zone and possible broaching of the failure zone along the wellbore to shallower zones. We demonstrated that it is possible to use data produced from routine tests, such as the push-out test, to determine not only the shear strength but also the normal fracture energy and the stiffness of the cement interface. Cohesive interface properties are calibrated such that simulated test results match with the measured response of the specimens. In the next step, we used these parameters to anticipate well-cement behavior for the field-scale problems. A sensitivity analysis is provided to show the role of each parameter in initiation and development of the failure zone. Interestingly, the shear strength, which is commonly measured from push-out tests, is not the only parameter determining the size of the fracture, but other parameters such as normal strength show equally important influence on initiation and propagation of the failure zone. The proposed approach provides a tool for more accurate predictions of cement integrity in the subsurface conditions to quantify the risk of wellbore integrity issues.
机译:套管支撑和地层隔离是固井的主要目标。但是,后一个目标总是引起人们的最大关注,特别是当有潜在地层流体迁移到水泥护套中时。井筒完整性在很大程度上取决于水泥与地层之间的界面结合以及套管与水泥之间的结合的完整性。仔细查看在实验室中常规执行的普通水泥强度测试数据,可以发现一个复杂的行为,无法使用单个参数(即界面强度)简单地对其进行建模。在这里,我们使用内聚界面本构方程来模拟水泥界面的行为。微环隙的形成是通过利用一个富含内聚界面的轴对称孔隙弹性有限元模型来模拟的,以模拟破坏带的形成以及沿着井眼向较浅区域的破坏带的拉削。我们证明了有可能使用常规测试(例如推出测试)产生的数据来确定剪切强度,还可以确定正常的断裂能和水泥界面的刚度。内聚界面特性经过校准,以使模拟测试结果与样品的响应响应相匹配。在下一步中,我们将使用这些参数来预测田间规模问题的良好水泥行为。提供了敏感性分析以显示每个参数在失效区域的产生和发展中的作用。有趣的是,通常通过推顶试验测量的抗剪强度不是确定裂缝尺寸的唯一参数,但是其他参数(例如法向强度)对破坏区域的产生和扩展也同样重要。所提出的方法提供了一种工具,用于更准确地预测地下条件下的水泥完整性,以量化井眼完整性问题的风险。

著录项

  • 来源
    《Journal of Energy Resources Technology》 |2017年第1期|012904.1-012904.11|共11页
  • 作者

    A. Dahi Taleghani; W. Wang;

  • 作者单位

    Craft and Hawkins Department of Petroleum Engineering, Louisiana State University, Baton Rouge, LA 70803;

    Craft and Hawkins Department of Petroleum Engineering, Louisiana State University, Baton Rouge, LA 70803;

  • 收录信息 美国《科学引文索引》(SCI);美国《工程索引》(EI);
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

  • 入库时间 2022-08-18 00:26:54

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