Effect of rice husk ash on the compressive strength and microstructural characteristics of low-density cement slurry under different temperature conditions

IF 4.6 0 ENERGY & FUELS
Shaojun Zheng , Huaimeng Gu , Tianle Liu , Tian Dai , Guosheng Jiang , Hao Xu , Hourun Lai , Mingsheng Chen , Tao Wan
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Abstract

This study investigated the potential of highly doped (50 %) rice husk ash (RHA) as a sustainable alternative to conventional oil well cement and hollow glass microsphere (HGM) in formulating a novel, environmentally friendly, low-density cementing slurry (LDCS) for wellbore applications in deepwater oil and gas wells. Two groups of LDCSs were evaluated in this study, G100H20 and G100H20R50, which were doped with 0 % and 50 % RHA. The mechanical properties, mineral composition and microstructural characteristics of LDCS cured at 20 °C, 50 °C and 80 °C for 1, 7, 28, 56 days were characterized by X-ray Diffraction (XRD), thermogravimetric analysis (TGA), X-ray micro-computed tomography (Micro-CT) and scanning electron microscope-energy dispersive spectrometer (SEM-EDS), etc. Besides, a comparative analysis of Material Sustainability Indicators (MSIs) and associated costs was conducted. The results showed that the compressive strength of G100H20R50 is lower than G100H20 when cured at 20 °C and 50 °C. However, the compressive strength of G100H20R50 exceeds G100H20 when cured at 80 °C for 56 d. The introduction of RHA inhibits the transformation of the hydrated C-S-H gel to the porous α-type hydrated dicalcium silicate crystals (α-C2-S-H) and optimizes the pore size distribution of the cement slurries. The internal curing effect of RHA extends the hydration time and improves the durability of the cement system. MSIs and cost analyses show that G100H20R50, prepared with zero net CO2 emissions and low-cost RHA, is both environmentally friendly and economical, reducing the environmental impact of RHA.
不同温度条件下稻壳灰对低密度水泥浆抗压强度及微观结构特性的影响
本研究研究了高掺杂(50%)稻壳灰(RHA)作为常规油井水泥和中空玻璃微球(HGM)的可持续替代品的潜力,以配制一种新型、环保、低密度的固井泥浆(LDCS),用于深水油气井的井筒应用。本研究评估了两组ldcs, G100H20和G100H20R50,分别掺杂0%和50%的RHA。采用x射线衍射(XRD)、热重分析(TGA)、x射线显微计算机断层扫描(Micro-CT)和扫描电子显微镜-能谱仪(SEM-EDS)等手段表征了在20°C、50°C和80°C下固化1、7、28、56 d的LDCS的力学性能、矿物组成和微观结构特征。此外,对材料可持续性指标(msi)和相关成本进行了比较分析。结果表明:G100H20R50在20℃和50℃固化时的抗压强度低于G100H20;而G100H20R50在80℃固化56 d后,抗压强度超过G100H20。RHA的引入抑制了水化C- s - h凝胶向多孔α型水化硅酸二钙晶体(α-C2-S-H)的转变,优化了水泥浆的孔径分布。RHA的内部养护作用延长了水化时间,提高了水泥体系的耐久性。msi和成本分析表明,G100H20R50采用零净CO2排放和低成本RHA制备,既环保又经济,减少了RHA对环境的影响。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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