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Numerical study on debonding failure of cement plug/formation interface in open-hole temporary abandoned wells

机译:露洞临时遗弃井中水泥插头/形成界面剥离失效的数值研究

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The migration and leakage of formation fluid along the cement plug/formation interface negatively affects the integrity of open-hole temporary abandoned wells. A 3-D numerical model is developed based on the cohesive zone method for analyzing the initiation and propagation of fractures along the cement plug/formation interface. The model is validated by comparison with an existing microannulus model to demonstrate its reliability. The relationship between fracture development, propagation pressure, and fluid migration time in the damage evolution of the interface is quantitatively analyzed, and the influences of different mechanical parameters on fracture propagation pressure and debonding height are studied, including cement plug mechanical parameters, formation mechanical parameters, horizontal in-situ stress, and interface cementation strength. The simulation results indicate that (1) high interface cementation strength, cement plug elastic modulus, and formation elastic modulus tend to increase fracture propagation pressure and decrease fracture debonding height, which helps to mitigate debonding failure of the cement plug/formation interface. (2) Large horizontal in-situ stress can constrain fracture propagation when the stress is uniform. For a non-uniform horizontal stress, a large in-situ stress difference is more likely to cause fracture extension. (3) The fracture propagation pressure and fracture debonding height of the cement plug/formation interface are less affected by the Poisson's ratio than the elastic modulus of the formation and the cement plug. The numerical model established in this study provides an effective method to evaluate the well integrity failure of open-hole temporary abandoned wells due to debonding failure of the cement plug/formation interface.
机译:地层流体沿水泥塞/地层界面的运移和泄漏会对裸眼临时废弃井的完整性产生负面影响。基于内聚带法建立了一个三维数值模型,用于分析水泥塞/地层界面裂缝的萌生和扩展。通过与现有微环模型的比较,验证了该模型的可靠性。定量分析了界面损伤演化过程中裂缝发育、扩展压力和流体运移时间之间的关系,研究了不同力学参数对裂缝扩展压力和脱粘高度的影响,包括水泥塞力学参数、地层力学参数、水平地应力、,界面胶结强度。模拟结果表明:(1)高界面胶结强度、水泥塞弹性模量和地层弹性模量会增加裂缝扩展压力,降低裂缝脱粘高度,有助于减轻水泥塞/地层界面的脱粘破坏。(2) 当应力均匀时,较大的水平地应力可以限制裂缝的扩展。对于非均匀水平应力,较大的地应力差更有可能导致裂缝扩展。(3) 水泥塞/地层界面的裂缝扩展压力和裂缝脱粘高度受泊松比的影响小于地层和水泥塞的弹性模量。本研究建立的数值模型为评价由于水泥塞/地层界面脱粘破坏而导致的裸眼临时废弃井的井身完整性破坏提供了一种有效的方法。

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