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Assessing Wellbore Stability With a Modified Lade Failure Criterion

机译:用改进的LAID故障标准评估井筒稳定性

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The importance of evaluating wellbore stability in analyzing and estimating the efficiency of drilling directionally into oil and gas reservoirs is well known. Ceomechanical data and failure criterion can be used to model and control rock mass behavior in response to the stresses imposed upon it. Understanding and managing the risks of rock mass deformation significantly improve operational processes such as wellbore stability, sand production, and hydraulic fracturing. The modified Lade failure criterion is established as the most precise failure criterion based on previous studies. By combining it with tensions around the wellbore, a novel relationship is derived for determining the stable mud window. To investigate the accuracy of the new relationship, two geomechanical models (neural network and empirical correlations) for a one-directional wellbore are developed and their performance compared with two other failure criteria (Hoek-Brown and Mogi-Coulomb). The geomechanical parameters (Young's modulus, Poisson ratio, uniaxial compressive strength, and internal friction coefficient) obtained from the models show that neural network configurations perform better than those built with the empirical equation. The horizontal minimum and maximum stress values across the depth interval of interest (2347-2500 m) are established for a case study reservoir. The model provides an accurate prediction of wellbore instability when applying the modified Lade criterion; the stable mud weight is derived with improved precision compared to the other failure criteria evaluated. A key advantage of the developed method is that it does not require input knowledge of the reservoir's structural boundaries (e.g., the fault regime) or core test data.
机译:评估井眼稳定性在分析和估算油气储层钻孔效率时的重要性是众所周知的。 Ceomechanical和故障标准可用于模拟和控制岩体响应于施加的应力。理解和管理岩石质量变形的风险显着改善了井筒稳定性,砂生产和水力压裂等操作过程。修改后的LAID故障标准是基于以前研究的最精确的故障标准。通过将其与井筒周围的张力组合来,导出了一种新的关系,用于确定稳定的泥浆窗口。为了调查新关系的准确性,与两种其他故障标准(Hoek-Brown和Mogi-Coulomb)相比,开发了一个用于单向井筒的地质力学模型(神经网络和经验相关性),以及它们的性能。从模型中获得的地质力学参数(杨氏模量,泊松比,单轴抗压强度和内部摩擦系数)表明神经网络配置比具有经验方程构建的那些更好。为案例研究水库建立了深度感兴趣间隔(2347-2500米)的水平最小和最大应力值。当应用改进的LADE标准时,该模型提供了对井筒不稳定性的精确预测;与评估的其他故障标准相比,稳定的泥浆重量具有改善的精度。开发方法的一个关键优势在于它不需要对库的结构范围(例如,故障制度)或核心测试数据的输入知识。

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