Application of a Novel Green and Biocompatible Clay Swelling Inhibitor in Fracturing Fluid Design

Mobeen Murtaza, Zeeshan Tariq, M. Kamal, A. Rana, S. Patil, M. Mahmoud, Dhafer Al-Shehri
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Abstract

Clay swelling and dispersion in tight sandstones can have an influence on the formation's mechanical properties and productivity. Hydraulic fracturing is a typical stimulation technique used to increase the production of sandstone formations that are too compact. The interaction of clay in sandstone with a water-based fracturing fluid causes the clays to disperse and swell, which weakens the rock and reduces its productivity. Several swelling inhibitors, including inorganic salts, silicates, and polymers, are regularly added to fracturing fluids. Concerns linked with these additions include a decrease in production owing to formation damage and environmental concerns associated with their disposal. In this study, we introduced naturally existing material as a novel green swelling inhibitor. The performance of the novel green inhibitor was examined by its impact on the mechanical properties of the rock. Acoustic strength and scratch tests were conducted to evaluate rock mechanical parameters such as unconfined compressive strength. Further inhibition potential was evaluated by conducting linear swell and capillary suction timer tests. The contact angle was measured on a sandstone surface for wettability change. The results showed the novel green additive provided strong inhibition to clays. The reduction in linear swelling and rise in capillary suction time showed the inhibition potential and water control potential of the biomaterial. Furthermore, mechanical properties were lower than DI-treated rock sample tested under dry conditions. With all these benefits, using green novel additive makes rock more stable and reduces damage to the formation. The green additive is economical and an environment-friendly solution to clay swelling. It is an effective recipe for reducing the formation damage caused by clay swelling.
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一种新型绿色生物相容性粘土消膨胀剂在压裂液设计中的应用
粘土在致密砂岩中的膨胀和分散会影响地层的力学性质和产能。水力压裂是一种典型的增产技术,用于提高过于致密的砂岩地层的产量。砂岩中的粘土与水基压裂液的相互作用会导致粘土的分散和膨胀,从而削弱岩石并降低其产能。几种溶胀抑制剂,包括无机盐、硅酸盐和聚合物,经常添加到压裂液中。与这些增产措施相关的问题包括由于地层破坏而导致的产量下降,以及与处置相关的环境问题。在这项研究中,我们引入了天然存在的材料作为一种新型的绿色消肿剂。通过对岩石力学性能的影响,考察了新型阻绿剂的性能。通过声强度和划伤试验对岩石无侧限抗压强度等力学参数进行评价。进一步的抑制潜力评估进行线性膨胀和毛细管吸时间试验。在砂岩表面测量接触角,观察润湿性变化。结果表明,新型绿色添加剂对粘土具有较强的抑制作用。线性肿胀的减小和毛细吸力时间的增加显示了生物材料的抑制电位和控水电位。此外,在干燥条件下测试的岩石样品的力学性能低于经di处理的岩石样品。有了这些优点,使用绿色新型添加剂可以使岩石更加稳定,减少对地层的损害。绿色添加剂是一种经济、环保的解决粘土膨胀的方法。它是减少粘土膨胀对地层损害的有效配方。
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