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首页> 外文期刊>Journal of Petroleum Science & Engineering >Experimental and numerical investigations of accumulated plastic deformation in cement sheath during multistage fracturing in shale gas wells
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Experimental and numerical investigations of accumulated plastic deformation in cement sheath during multistage fracturing in shale gas wells

机译:岩土气井多级压裂过程中水泥鞘累积塑性变形的实验性和数值研究

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摘要

Sustained Casing Pressure (SCP) has become a serious problem in the development of shale gas fields, which is believed to relate to the multistage fracturing. However, few researches were on this, especially the study of micro-annulus at the interface between the cement sheath and casing, which was one of the mechanisms of the cement sheath integrity failure, and always caused by accumulated plastic deformation. This paper presented experimental and numerical investigations of the emergence and development of plastic deformation occurred at the interface between the cement sheath and casing during multistage fracturing. Mechanical tests and physical simulation experiments were carried out so as to analyze the plastic deformation variation characteristic of the cement sheath under cyclical loading and unloading. 3-D numerical models were established to analyze the emergence and development of the accumulated plastic deformation based on the test results, considering the actual engineering and geological conditions during multistage fracturing in shale gas wells, which presented a new method to calculate the width of the micro-annulus between the cement sheath and casing. The research showed that the numerical results were in accordance with the experimental results. With the increase of cycle times, the accumulated plastic deformation increased, which was the greatest for the first time, and then increased linearly. Decreasing elastic modulus and increasing Poisson's ratio, cohesive force and internal friction angle could facilitate the protection of the cement sheath integrity. Finally, a new cement slurry system was proposed based on the results of study and applied in 5 wells with good effects acquired, none of them showed SCP after fracturing.
机译:持续的套管压力(SCP)在发育页岩气田的发展中已成为一个严重的问题,据信涉及多级压裂。然而,少量研究是这样的,特别是在水泥护套和壳体之间的界面处的微环的研究,这是水泥鞘完整性失效的机制之一,并且总是由积累的塑性变形引起。本文介绍了在多级压裂期间水泥护套和壳体之间的界面发生的塑性变形的出现和发展的实验和数值研究。进行机械测试和物理仿真实验,以分析循环加载和卸载下水泥鞘的塑性变形变形特性。建立了三维数值模型,以分析基于测试结果的累积塑性变形的出现和发展,考虑到页岩气井的多级压裂过程中的实际工程和地质条件,这提出了一种计算宽度的新方法水泥护套和壳体之间的微环。该研究表明,数值结果符合实验结果。随着循环时间的增加,累积的塑性变形增加,这是第一次最大,然后线性增加。弹性模量减小,增加泊松比,内聚力和内部摩擦角可以促进水泥鞘完整性的保护。最后,提出了一种新的水泥浆系统,基于研究结果,并在5种井中施用良好的效果,它们都没有在压裂后显示SCP。

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