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Use of Hollow Glass Spheres in Lightweight Cements - Selection Criteria

机译:轻质水泥中空玻璃球的使用 - 选择标准

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Cementing across highly depleted zones and weaker formations requires low density cement systems capable of reducing the hydrostatic pressure of the fluid column during cement placement. If wellbores encounter weak or depleted zones, standard cement cannot be used because the bottom-hole pressure will exceed the pressure gradient and cement will be lost to the formation. Service companies offer cement solutions made light enough to circulate in such situations while retaining the ability to withstand down- hole conditions and maintaining adequate compressive strength to meet regulatory guidelines. Lightweight cements can be achieved using water extension, foamed cement or lightweight microspheres. This paper focuses on the use of lightweight microspheres as density reducing agents. Preliminary experimental data comparing different grades of hollow microspheres is discussed. Cement slurries containing hollow glass spheres and other lightweight hollow microspheres were evaluated while still liquid and after cured. While still liquid the cement slurries were characterized in terms of effective density as a function of pressure. After being cured at room conditions, the resulting cement specimens were characterized in terms of compressive strength. Experimental data suggests that cement compressive strength is mostly independent of the lightweight microsphere strength and strongly dependent on the cement load. Guidelines on the selection of the appropriate microsphere grade are also presented.
机译:在高度耗尽的区域和较弱的地层上巩固需要低密度的水泥系统,能够在水泥放置期间降低流体柱的静水压力。如果Wellbores遇到弱或耗尽的区域,则不能使用标准水泥,因为底部孔压力超过压力梯度,并且水泥将损失形成。服务公司提供水泥解决方案,足以在这种情况下循环,同时保留能力承受下孔条件,保持足够的抗压强度以满足监管指南。使用水延伸,泡沫水泥或轻质微球可以实现轻质的水泥。本文侧重于使用轻质微球作为密度还原剂。讨论了比较不同等级的中空微球的初步实验数据。含有中空玻璃球的水泥浆料和其他轻质中空微球在仍然液体和固化后进行评估。虽然仍然液体的水泥浆料在有效密度作为压力的函数方面表征。在室内条件下固化后,所得到的水泥样本的特征在于抗压强度。实验数据表明,水泥抗压强度大多独立于轻质微球强度,强烈依赖于水泥负荷。还提出了选择适当的微球等级的指导方针。

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