套管/固井/分区隔离

老化和温度对为固井应用而开发的可持续单组分地质聚合物性能的影响

研究了老化和温度对单组分“免加水”花岗岩基地质聚合物性能的影响,以应用于固井和废弃。进一步研究了锌在长固化期内作为强度增强剂的作用。

科学分子结构背景
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这项研究阐明了老化和温度对用于固井和废弃井的单组分“只需加水”花岗岩基地质聚合物性能的影响。此外,该研究还深入研究了这些地质聚合物的液态和早期固态特性,特别强调了它们老化后的性能。通过专门测试,老化过程延长至 56 天,用于评估机械性能,长达 28 天,用于评估液压密封性。获得的结果揭示了指定温度和泵送持续时间之间的非线性相关性。值得注意的是,流体损失问题成为这些地质聚合物的一个重要问题。含锌混合物设计的早期强度发展表明,在固化 24 小时内达到最低强度要求,符合行业规范。在地质聚合物的初始固化阶段,无论是在环境条件下还是在高温(70°C)下,锌都作为强度增强剂发挥着关键作用。然而,在高温下长时间固化后,与未修改的混合设计相比,锌的影响略有减弱。固化约 30 天后,未改性和锌改性混合物设计中都会发生连续反应。老化会导致材料在固化早期阶段建立的液压密封性下降。
 


本摘要摘自斯塔万格大学 M. Omran 和 M. Khalifeh 以及里约热内卢联邦大学 M. Paiva 的论文 SPE 217993。该论文已经过同行评审,并可在 OnePetro 的 SPE 期刊上以开放获取方式获取。

原文链接/jpt
Casing/cementing/zonal isolation

Aging and Temperature Effects on the Performance of Sustainable One-Part Geopolymers Developed for Well-Cementing Applications

The effects of aging and temperature on the performance of one-part “just add water” granite based geopolymers are studied for application in well cementing and abandonment. Further studied is the role of zinc as a strength enhancer over a long curing period.

Scientific Molecular Structures Background
Source: imaginima/Getty Images

This study elucidates the effects of aging and temperature over the performance of one-part “just add water” granite-based geopolymers for application in well cementing and well abandonment. Additionally, the investigation delves into the fluid-state and early-age solid-state properties of these geopolymers, with a particular emphasis on their performance after aging. The aging process extended up to 56 days for assessing mechanical properties and up to 28 days for evaluating hydraulic sealability through dedicated tests. The obtained results unveil a nonlinear correlation between the designated temperature and pumping duration. Notably, the issue of fluid loss emerged as a significant concern for these geopolymers. The early-age strength development of the mix design containing zinc demonstrates adherence to industry norms by achieving minimal strength requirements within 24 hours of curing. Zinc plays a pivotal role as a strength enhancer during the initial curing stages of geopolymers, both under ambient conditions and at elevated temperatures (70°C). However, upon extended curing at elevated temperatures, zinc’s impact slightly diminishes compared with the unmodified mix design. After around 30 days of curing, a consecutive reaction occurs in both the unmodified and zinc-modified mix designs. Aging leads to a decline in the material’s hydraulic sealability that was initially established during the early stages of curing.
 


This abstract is taken from paper SPE 217993 by M. Omran and M. Khalifeh, University of Stavanger, and M. Paiva, Federal University of Rio de Janeiro. The paper has been peer reviewed and is available as Open Access in SPE Journal on OnePetro.