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Nonlinear Stress-Strain Model for Confined Well Cement

机译:承压井水泥的非线性应力应变模型

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摘要

The cement sheath is the key for providing the zonal isolation and integrity of the wellbore. Oil well cement works under confining pressure, so it exhibits strong nonlinear and ductile behavior which is very different from that without confining pressure. Therefore, for the accuracy of the simulation and the reliability of well construction design, a reliable compression stress–strain model is essential for confined well cement. In this paper, a new axial stress–strain model for confined well cement is developed based on uniaxial and triaxial test data, examinations of failure mechanisms, and the results of numerical analysis. A parametric study was conducted to evaluate and calibrate the model. The model is simple and suitable for direct use in simulation studies and well design. Results from this study show the nonlinear compressive behavior of confined well cement can be predicted using the traditional uniaxial compressive strength test measurements.
机译:水泥护套是提供井眼的区域隔离和完整性的关键。油井水泥在封闭压力下工作,因此表现出很强的非线性和延性,这与没有封闭压力的情况大不相同。因此,为了模拟的准确性和井眼施工设计的可靠性,可靠的压应力-应变模型对于密闭井眼水泥至关重要。本文基于单轴和三轴试验数据,破坏机理的检验以及数值分析的结果,开发了一种新的密闭井水泥轴向应力-应变模型。进行了参数研究以评估和校准模型。该模型简单,适合直接用于模拟研究和油井设计。这项研究的结果表明,可以使用传统的单轴抗压强度测试方法来预测承压井水泥的非线性抗压性能。

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