基于地层成拱效应的水泥环对套管应力影响规律研究

Exploration of the impacts of cement sheath on casing stress based on the arching effects of formations

  • 摘要:
    目的 随着对油气需求的增长以及开采技术的进步,油气钻井深度不断刷新纪录。随着钻井深度的增加,地应力急剧增加,因此超深油气井套管损伤问题日益突出。为了提高套管在高地应力条件下的承载力,通常采用大壁厚高强套管来解决这个问题,但收效甚微。
    方法 通过套管−水泥环−地层系统的有限元模型,证实在套管系统中成拱效应的存在以及柔性水泥环对套管的保护作用。在此基础上,通过参数分析,研究不同地层、水泥环的材料参数及其厚度对系统内应力传递机制的影响。
    结果和结论 结果表明:柔性固井水泥通过允许套管附近地层发生有限变形的形式使地层能够承担地应力,进而减小套管所承担的载荷;刚性固井水泥通过限制套管附近地层发生变形来承担地应力,从而使套管与其共同承担地应力。在前者的受力体系中,固井水泥的弹性模量越小,套管应力越小,属于主动拱效应;而在后者的受力体系中,固井水泥的弹性模量越大,套管应力越小,属于被动拱效应。然而,主动拱效应场景中的应力减小幅度远远大于被动拱场景。因此,主动拱效应对套管具有更好的保护效果,而且,在硬地层中要比软地层中明显。此外,水泥环泊松比及其厚度对套管应力也有一定的影响,但影响程度不及水泥环弹性模量。鉴于此,认为采用柔性水泥固井的条件应为地层是否具备成拱条件,即地层是否具有抗剪强度,而非地层本身的软硬程度。

     

    Abstract:
    Objective With the growth in the demand for natural oil and gas and the technological progress of their production, the oil and gas well depths have been constantly setting new records. The increase in the depth corresponds to sharply increasing in situ stress, leading to increasingly severe damage to the casing of ultradeep oil and gas wells. To enhance the bearing capacity of the casing under high in-situ stress, high-strength casing with a large wall thickness is typically employed, a measure which has been proved, however, less effective.
    Methods This study established a finite element model of the casing-cement sheath-formation system to corroborate the presence of arching effects in the casing system and the protective effect of flexible cement sheath on the casing. Based on this, the impacts of different formations were investigated, along with the material parameters and thickness of cement sheath on the mechanisms behind the stress transfer in the system through a series of parametric analysis.
    Results and Conclusions  The findings indicate that flexible cement for well cementing enabled the formation near the casing to bear in-situ stress by allowing limited deformations of the formation, thereby reducing the load on the casing. In contrast, rigid cement for well cementing bore in situ stress by restricting the deformations of formations near the casing, thereby sharing the in situ stress with the casing. In the force system applied to the flexible cement for well cementing, a smaller elastic modulus of the flexible cement corresponded to a lower casing stress, suggesting an active arching effect. In contrast, in the force system applied to the rigid cement for well cementing, a higher elastic modulus of the rigid cement was associated with a lower casing stress, hinting at a passive arching effect. However, active arching effects exhibited a much higher decreasing amplitude of stress than passive arching effects. Therefore, active arching effects produced more effective protection for the casing, especially in hard formations. Additionally, the Poisson's ratio and thickness of cement sheath also affected the casing stress, while their impacts were smaller than those of the elastic modulus of the cement sheath. Therefore, this study proposes application of the flexible cement for well cementing depends on the presence of the arching effects in formations, that is, the presence of shear strength in formations rather than their hardness.

     

/

返回文章
返回