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

机译:固井作业中近井筒区域的有限元研究:第一部分

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A wellbore cement sheath is expected to provide zonal isolation and borehole integrity during well construction and well life. Cement sheaths mechanically interact with other elements in the wellbore region to stresses from geological processes and operational activities. Quantifying these interacting physical components and processes has technical, economic, and environmental implications of great, and growing, significance. Staged finite element procedures during well construction sequentially consider 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. Presently, temperature and flow 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. Material models for casing, cement and rock formation, 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 implications, for example: (1) interface micro-channels may or may not develop, depending upon shrinkage magnitudes; (2) simplifying modeling assumptions that are often used, such as 2-D stresses and/or deformations, may obscure critical casing, cement, and formation behavior in the wellbore region, and in the producing horizon. This 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 andpractical implications for 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。水泥护套与井筒区域中的其他元素机械相互作用,以承受来自地质过程和作业活动的压力。量化这些相互作用的物理组件和过程具有巨大且不断增长的技术,经济和环境影响。井施工期间的阶段性有限元程序会顺序考虑井眼及其附近的应力状态和位移。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。当前,不包括温度和流量。该技术跟踪水泥浆在放置浆后的关键时期内水泥浆,固化(有无收缩)和硬化水泥随时间变化的行为。套管,水泥和岩石地层的材料模型,水泥的破坏准则,地层和界面粘结已使用已发布的信息和实验数据进行了校准。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。讨论的结果涉及领域,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)简化通常使用的建模假设,例如二维应力和/或变形,可能会掩盖井眼区域和生产层中的关键套管,水泥和地层行为。本文是量化井眼区域及其附近相互作用的物理成分和过程的系列文章的一部分,对分析结果和现场实际情况进行了有用的比较。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,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。

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