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Finite-Element Studies of Near-Wellbore Region During Cementing Operations: Part I

机译:固井作业期间近井筒区域的有限元研究:第一部分

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摘要

A wellbore cement sheath is expected to provide zonal isolation and borehole integrity during well construction and well life. Mechanical interactions of the cement sheath to existing and operationally induced stresses, along with other elements in proximity to the wellbore, have increasingly large technical, economic, and environmental ramifications.rnStaged-finite-element procedures during well construction consider sequentially the stress states and displacements at and near the wellbore. The model replicates complicated stress states arising from simultaneous action of far-field stresses, overburden pressure, cement hardening and shrinkage, debonding at the interfaces, and plastic flow of cement sheath and rock formation. At present, temperature, flow, and poroelasticity effects are not included. The technique tracks the time-dependent behavior of cement slurry, curing (with or without shrinkage), and hardened cement during the critical period after slurry placement.rnMaterial models for casing, cement, and rock formation and failure criteria for cement, formation, and interface bonds were calibrated using published information and experimental data. Calculations were conducted for various loading and unloading scenarios, geometric configurations, properties of rock formations, and cement-slurry formulations. Results are discussed in terms of field implication;, for example: (1) Interface microchan-nels may or may not develop, depending upon shrinkage magnitudes; and (2) simplifying modeling assumptions that are often used, such as 2D stresses and/or deformations, may obscure critical casing, cement, and formation behavior in the wellbore region and in the producing horizon.rnThis paper, part of a series quantifying the interacting physical components and processes at and near the wellbore region, initiates useful comparisons of analytical results and field realities. The series illustrates and compares results and practical implications from simple to increasingly complex, but more realistic, assumptions, such as isotropic/directional-stress states and isotropic/anisotropic casing, cement, and formation-material parameters.
机译:井筒水泥护套有望在油井建设和油井寿命期间提供区域隔离和井眼完整性。水泥护套与现有应力和操作应力以及邻近井眼的其他元素之间的机械相互作用具有越来越大的技术,经济和环境影响。rn井施工期间的阶段有限元程序顺序考虑了应力状态和位移在井眼及其附近。该模型复制了由远场应力,上覆压力,水泥硬化和收缩,界面处的粘结以及水泥鞘和岩层的塑性流动同时作用引起的复杂应力状态。目前,不包括温度,流量和孔隙弹性效应。该技术跟踪在浆液放置后的关键时期内水泥浆,固化(有或没有收缩)和硬化水泥随时间变化的行为.rn套管,水泥和岩层的材料模型以及水泥,地层和岩石的破坏准则使用公开的信息和实验数据对界面键进行校准。针对各种装卸方案,几何构型,岩层性质和水泥浆配方进行了计算。根据场的含义讨论了结果;例如:(1)界面微通道可能会或可能不会出现,这取决于收缩幅度; (2)简化常用的建模假设,例如2D应力和/或变形,可能会掩盖井眼区域和生产井眼中的关键套管,水泥和地层行为。井眼区域及其附近的物理成分和过程的相互作用,启动了分析结果和现场实际情况的有用比较。该系列说明并比较了从简单到日益复杂但更现实的假设(例如各向同性/方向应力状态和各向同性/各向异性套管,水泥和地层材​​料参数)的结果和实际含义。

著录项

  • 来源
    《SPE Drilling & Completion》 |2009年第1期|127-136|共10页
  • 作者

    K.E. Gray; E. Podnos; E. Becker;

  • 作者单位

    University of Texas at Austin;

    University of Texas at Austin;

    University of Texas at Austin;

  • 收录信息
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
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