偏高岭土改性加砂固井水泥高温强度衰退性能及机理
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    摘要:

    传统加砂固井水泥在高温深井工况下长期服役过程中通常出现严重的强度衰退,因此,亟需开发新型耐高温防衰退固井水泥体系以有效支撑超深井井筒环空的长期有效封隔。本研究对传统加砂固井水泥体系,偏高岭土改性加砂固井水泥体系的高温性能演变规律进行了综合对比。研究表明,在90 d养护过程中,相比于传统加砂固井水泥体系,偏高岭土改性后的加砂固井水泥体系在宏观力学性能,微观结构以及水泥石矿物组分等方向均表现出明显优势。且在不同硅砂掺量下(40%和70%),偏高岭土对加砂固井水泥的强度衰退现象均有较好的抑制效果。

    Abstract:

    Conventional silica-enriched well cement often experiences significant strength retrogression during long-term exposure to high-temperature deep-well conditions. To address this issue, the development of high-temperature-resistant cement systems is essential for ensuring long-term zonal isolation in ultra-deep wells. This study investigates the high-temperature performance evolution of traditional silica-enriched cement and metakaolin-modified silica-enriched cement. Results show that the metakaolin-modified system exhibits superior mechanical strength, microstructural integrity, and hydration phase composition after 90 days of curing. Furthermore, metakaolin effectively mitigates strength retrogression at different silica sand contents (40% and 70%), indicating its strong potential for enhancing the thermal stability of well cement under high-temperature conditions.

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  • 收稿日期:2025-10-14
  • 最后修改日期:2025-12-24
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