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Smart cement modified with iron oxide nanoparticles to enhance the piezoresistive behavior and compressive strength for oil well applications

机译:氧化铁纳米粒子改性的智能水泥,可增强油井应用的压阻性能和抗压强度

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In this study, smart cement with a 0.38 water-to-cement ratio was modified with iron oxide nanoparticles (NanoFe(2)O(3)) to have better sensing properties, so that the behavior can be monitored at various stages of construction and during the service life of wells. A series of experiments evaluated the piezoresistive smart cement behavior with and without NanoFe(2)O(3) in order to identify the most reliable sensing properties that can also be relatively easily monitored. Tests were performed on the smart cement from the time of mixing to a hardened state behavior. When oil well cement (Class H) was modified with 0.1% of conductive filler, the piezoresistive behavior of the hardened smart cement was substantially improved without affecting the setting properties of the cement. During the initial setting the electrical resistivity changed with time based on the amount of NanoFe(2)O(3) used to modify the smart oil well cement. A new quantification concept has been developed to characterize the smart cement curing based on electrical resistivity changes in the first 24 h of curing. Addition of 1% NanoFe(2)O(3) increased the compressive strength of the smart cement by 26% and 40% after 1 day and 28 days of curing respectively. The modulus of elasticity of the smart cement increased with the addition of 1% NanoFe(2)O(3) by 29% and 28% after 1 day and 28 days of curing respectively. A nonlinear curing model was used to predict the changes in electrical resistivity with curing time. The piezoresistivity of smart cement with NanoFe(2)O(3) was over 750 times higher than the unmodified cement depending on the curing time and nanoparticle content. Also the nonlinear stress-strain and stress-change in resistivity relationships predicated the experimental results very well. Effects of curing time and NanoFe(2)O(3) content on the model parameters have been quantified using a nonlinear model.
机译:在这项研究中,水铁比为0.38的智能水泥用氧化铁纳米颗粒(NanoFe(2)O(3))进行了改性,使其具有更好的感测性能,因此可以在施工的各个阶段对它们的行为进行监控。在水井的使用寿命中。一系列实验评估了在有和没有NanoFe(2)O(3)的情况下压阻式智能水泥的行为,以便确定也可以相对容易地监视的最可靠的传感特性。从混合到硬化状态的行为对智能水泥进行了测试。当用0.1%的导电填料改性油井水泥(H类)时,硬化的智能水泥的压阻特性得到了显着改善,而不会影响水泥的固化性能。在初始设置期间,电阻率会根据用于改性智能油井水泥的NanoFe(2)O(3)的量而随时间变化。已经开发了一种新的量化概念,可以根据固化前24小时的电阻率变化来表征智能水泥固化。分别在固化1天和28天后,添加1%NanoFe(2)O(3)可将智能水泥的抗压强度提高26%和40%。在分别固化1天和28天后,添加1%NanoFe(2)O(3)可使智能水泥的弹性模量分别增加29%和28%。使用非线性固化模型来预测电阻率随固化时间的变化。根据固化时间和纳米颗粒含量,具有NanoFe(2)O(3)的智能水泥的压阻比未改性的水泥高750倍以上。非线性的应力-应变和应力-电阻率关系的变化也很好地说明了实验结果。使用非线性模型量化了固化时间和NanoFe(2)O(3)含量对模型参数的影响。

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