首页> 外文会议>ASME international conference on ocean, offshore and arctic engineering >PREVENTION OF ALKALI-SILICA REACTION (ASR) IN LIGHT-WEIGHT WELLBORE CEMENT COMPRISING SILICATE-BASED MICROSPHERES
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PREVENTION OF ALKALI-SILICA REACTION (ASR) IN LIGHT-WEIGHT WELLBORE CEMENT COMPRISING SILICATE-BASED MICROSPHERES

机译:含硅酸盐微球的轻质井眼水泥中碱-硅反应(ASR)的预防

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Drilling through low pressure formations, either offshore or through depleted formations, requires the use of low density fluids to prevent lost circulation and as well as to properly place cement during cementing applications. Achieving these densities in cements can be done through foaming the cement, increasing water content, or through the addition of silica based microspheres. Each of these methods have individual limitations, and in the case of silica based microspheres, their specific fallback is a chemical instability with the microsphere itself reacting with the cement pore fluid. This chemical instability creates a hydrophilic gel that is expansive and creates fractures in the cement as it expands, which is more formally referred to as alkali-silica reactivity (ASR). Prevention of ASR involves the application of additives to the cement that acts as a sink for the alkalinity in which prevents the expansion of ASR. A specific application that this paper investigates for this prevention is the use of Lithium nitrate. This study looks at the effects of a high alkalinity environment onto the microspheres by visualizing the reactions that are occurring using Scanning Electron Microscopy (SEM), and confirming the presence of ASR when silica based microspheres encounter a high pH environment. Then cement samples were created to compare the effects lithium nitrate has on cements created with silica based microspheres. SEM and micro indentation was conducted on these samples, which showed that lithium nitrate prevents reactions, but after 28-day hydration a loss of mechanical properties is present.
机译:钻探海上或低压层的低压地层需要使用低密度流体,以防止漏失,并在固井施工过程中正确放置水泥。在水泥中达到这些密度可以通过使水泥发泡,增加水含量或通过添加二氧化硅基微球来实现。这些方法中的每一种都有各自的局限性,在基于二氧化硅的微球的情况下,它们的特定回落是化学稳定性,因为微球本身会与水泥孔隙液反应。这种化学上的不稳定性会形成一种亲水性凝胶,这种凝胶会膨胀并在水泥膨胀时产生裂缝,这在形式上更称为碱硅反应性(ASR)。防止ASR涉及向水泥中添加添加剂,这些添加剂可作为碱度的吸收剂,从而防止ASR膨胀。本文针对此预防措施进行调查的特定应用是硝酸锂的使用。这项研究通过可视化使用扫描电子显微镜(SEM)发生的反应,并确认了高碱度环境对微球的影响,并确认了基于二氧化硅的微球遇到高pH环境时ASR的存在。然后创建水泥样品,以比较硝酸锂对用二氧化硅基微球制成的水泥的影响。在这些样品上进行了SEM和微压痕,表明硝酸锂阻止了反应,但水合28天后,机械性能有所降低。

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