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Analysis of the influence of cement sheath failure on sustained casing pressure in shale gas wells

机译:水泥鞘失效对页岩气井持续壳体压力的影响分析

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Sustained casing pressure (SCP) in shale gas wells has been of growing interest in the industry, owing to its effects on the safety and efficiency of shale gas production. In terms of the current literature, this issue should be attributed to the elastic failure of the cement sheath under high inner pressure during the hydraulic fracturing process. However, the current calculation of cement sheath stress neglects the influence of the drilling and cementing processes and the dramatic temperature change of a well system during the hydraulic fracturing process. In this work, a novel elastic-plastic model incorporating the effects of drilling, cementing, and dramatic temperature change of the well system during the hydraulic fracturing is established to describe the stress of cement sheath. The failure mechanism of cement sheath is fully revealed. The proposed model for cement sheath integrity is successfully verified through its excellent agreement with field observations from the Fuling shale gas field, China. In addition, based on the proposed model, the impacts of the geometrical and material parameters of casing and cement are studied and analyzed. The results illustrate that the tensile failure more likely occurs at the inner face of the cement sheath, which turns out to be more severe as the true vertical depth decreases. The density of cement slurry is in favor of decreasing the tensile stress in the cement sheath. On the contrary, the thicker cement sheath would increase the risk of tensile failure in the cement sheath, which would lead to serious SCP. The extremely low elastic modulus and thermal conductivity of the cement sheath are beneficial for maintaining its integrity, which, unfortunately, is difficult to achieve in actual operations.
机译:由于其对页岩气产量的安全性和效率的影响,页岩气体井的持续套管压力(SCP)在该行业兴趣日益增长。就目前的文献而言,该问题应归因于水力压裂过程中高内压下水泥护套的弹性故障。然而,电流鞘应力的当前计算忽略了钻井和固井过程的影响以及井压压裂过程中井系统的剧烈温度变化。在这项工作中,建立了一种新颖的弹性塑料模型,包括钻井,粘接和井系统在水力压裂期间井系统的剧烈变化的效果,以描述水泥护套的应力。充分揭示了水泥护套的故障机理。通过与中国涪陵页岩气田的现场观测,通过其优秀协议成功验证了水泥鞘完整性的拟议模型。另外,基于所提出的模型,研究并分析了壳体和水泥的几何和材料参数的影响。结果说明了拉伸衰竭更容易发生在水泥护套的内表面处,这导出更严重,因为真实的垂直深度降低。水泥浆料的密度有利于降低水泥护套中的拉伸应力。相反,较厚的水泥鞘会增加水泥护套中拉伸失效的风险,这将导致严重的SCP。水泥鞘的极低弹性模量和导热率是有利于保持其完整性,这是难以在实际操作中实现的。

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