Volume Change of Cement Plugs: Spotlight on the Role of Boundary Conditions Using an Improved Testing Method

Siva Rama Krishna Jandhyala, Ganesh Shriniwas Pangu, A. Deshpande, Timotheus K. T. Wolterbeek, E. K. Cornelissen, Jip van Eijden
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引用次数: 3

Abstract

Expansion additives have been used in cement plugs to mitigate the potential risk of plug failure resulting from shrinkage. These additives are effective only when their amount is tailored for downhole boundary conditions, and their role should be well understood. This work discusses using an improved testing method that enhances the dependability of the volume change measurement and exhibits the impact of test boundary conditions on the shrinking and expanding behaviors of cement plugs. Boundary conditions investigated with this method include temperature, pressure, water access to the cement from the formation, and the role of mechanical constraints. Dependability is demonstrated by verifying the repeatability and reproducibility of the method at two different laboratories. Together with the noninvasive continuous volume change, supplementary measurements, such as ultrasonic compressive strength, tensile strength, and chemical composition analysis, have provided inferences about the mechanism of volume change. The new method embodies all attributes listed in API 10 TR2 (1997), including a constant external stress state in all measurements and a constant pore pressure during total volume change measurement. The results of percentage volume change from this test method present an extremely small variance, highlighting its repeatability; additionally, the measurement was reproducible between laboratories. Expansion value increased with a decrease in confining pressure, and excessive expansion in the absence of an effective confining pressure produced weak samples. The absence of outside water caused cement containing the expansion aid to shrink more than its neat equivalent; such observations highlight the importance of fluid boundary on the action of expansion additives. These observations were possible because the test method can capture temporal and boundary condition effects more aptly. Thus, the improved method provides a dependable measurement for tailoring plug properties.
水泥塞体积变化:边界条件作用下的一种改进测试方法
水泥塞中使用了膨胀添加剂,以减轻因收缩导致的水泥塞失效的潜在风险。这些添加剂只有在根据井下边界条件定制用量时才有效,并且必须充分了解它们的作用。本文讨论了一种改进的测试方法,提高了体积变化测量的可靠性,并展示了测试边界条件对水泥塞收缩和膨胀行为的影响。使用该方法研究的边界条件包括温度、压力、水从地层进入水泥以及机械约束的作用。通过在两个不同的实验室验证该方法的可重复性和再现性,证明了可靠性。与无创的连续体积变化相结合,超声抗压强度、抗拉强度、化学成分分析等补充测量可以推断体积变化的机制。新方法体现了API 10 TR2(1997)中列出的所有属性,包括在所有测量中保持恒定的外部应力状态,以及在测量总体积变化时保持恒定的孔隙压力。该测试方法的体积变化百分比的结果呈现极小的方差,突出了其重复性;此外,该测量在实验室之间是可重复的。膨胀值随围压的降低而增大,在没有有效围压的情况下过度膨胀产生弱样。在没有外部水的情况下,含有助膨胀剂的水泥比纯水泥收缩更大;这些观察结果突出了流体边界对膨胀添加剂作用的重要性。这些观测是可能的,因为测试方法可以更恰当地捕捉时间和边界条件的影响。因此,改进后的方法为定制桥塞性能提供了可靠的测量方法。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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