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Rheological Properties of Piezoresistive Smart Cement Slurry Modified With Iron-Oxide Nanoparticles for Oil-Weil Applications

机译:氧化铁纳米粒子改性的压阻智能水泥泥浆的流变性能

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摘要

In this study, rheological properties and piezoresistivity of the oil-well smart cement slurry modified with iron-oxide nanoparticles (NanoFe_2O_3) at a water-to-cement ratio of 0.38 were investigated. Series of experiments were performed immediately after mixing to evaluate the piezoresistivity of the smart cement slurry with 0.1 % of conductive filler (CF) and up to 1 % NanoFe_2O_3 to identify the most reliable sensing property that can be relatively easily monitored. To evaluate the piezoresistive behavior the applied pressure was varied up to 5.5 MPa for the smart cement slurries with and without NanoFe_2O_3 in the high-pressure-high-temperature cylinder where a two-probe method was used with the impedance spectroscopy (IS) to measure the resistivity of the slurry. The shear-thinning behavior of the smart cement slurries, with and without NanoFe_2O_3, have been quantified using the new hyperbolic rheological model and compared with the Vocadlo model with three material parameters. The results showed that the hyperbolic rheological model predicated the shear-thinning relationship between the shear-stress and shear-strain rate of the smart cement slurries very well. Based on the hyperbolic rheological model the maximum shear stresses produced by the smart cement slurries modified with 0 %, 0.1 %, 0.5 %, and 1 % were 183 Pa, 199 Pa, 232 Pa, and 300 Pa, respectively. The resistivity of the basic cement slurry did not change with pressure. The electrical resistivity of the smart cement slurries with and without NanoFe_2O_3 decreased with increasing the pressure. The smart cement without and with 1 % NanoFe_2O_3 additive changed its resistivity by 14 % and 24 %, respectively, when the pressure was increased to 5.5 MPa. A piezoresistivity (stress-resistivity) model was developed to predict the observed piezoresistive behavior of the smart cement slurry and can be used to predict the pressure on the smart cement.
机译:在这项研究中,研究了水-水泥比为0.38的氧化铁纳米粒子(NanoFe_2O_3)改性的油井智能水泥浆的流变性质和压阻。混合后立即进行一系列实验,以评估智能水泥浆与0.1%的导电填料(CF)和最高达1%的NanoFe_2O_3的压阻,以确定可相对容易监测的最可靠的传感性能。为了评估压阻特性,在高压高温钢瓶中使用和不使用NanoFe_2O_3的智能水泥浆在施加压力的情况下变化至5.5 MPa,该方法采用双探针方法与阻抗谱(IS)进行测量浆料的电阻率。使用新的双曲流变模型,定量了含或不含NanoFe_2O_3的智能水泥浆的剪切稀化行为,并与具有三个材料参数的Vocadlo模型进行了比较。结果表明,双曲线流变模型很好地预测了智能水泥浆的剪切应力与剪切应变率之间的剪切稀化关系。根据双曲线流变模型,改性0%,0.1%,0.5%和1%的智能水泥浆产生的最大剪切应力分别为183 Pa,199 Pa,232 Pa和300 Pa。基础水泥浆的电阻率没有随压力变化。有和没有NanoFe_2O_3的智能水泥浆的电阻率随压力的增加而降低。当压力增加到5.5 MPa时,不含和含1%NanoFe_2O_3添加剂的智能水泥的电阻率分别改变了14%和24%。建立了压阻(应力-电阻率)模型,以预测智能水泥浆料观察到的压阻行为,并可用于预测智能水泥上的压力。

著录项

  • 来源
    《Journal of testing and evaluation》 |2017年第6期|2050-2060|共11页
  • 作者

    C. Vipulanandan; A. Mohammed;

  • 作者单位

    Center for Innovative Grouting Materials and Technology (CIGMAT), Dept. of Civil and Environmental Engineering, Univ. of Houston, Houston, TX 77204-4003;

    Center for Innovative Grouting Materials and Technology (CIGMAT), Dept. of Civil and Environmental Engineering, Univ. of Houston, Houston, TX 77204-4003;

  • 收录信息 美国《科学引文索引》(SCI);美国《工程索引》(EI);
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    impedance spectroscopy (Z); smart cement; piezoresistivity; NanoFe_2O_3; constitutive model;

    机译:阻抗谱(Z);智能水泥压阻NanoFe_2O_3;本构模型;
  • 入库时间 2022-08-17 13:31:07

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