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Kinetic Models of Integrated Solidification and Cementation of Cementformation Interface with New Method

机译:新方法在固井界面整体凝固固结动力学模型中的应用

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The isolation failure of cement-formation interface is an important and urgent problem in oil production, whilean effective way to solve it is to realize the integrated solidification and cementation of cement-formation interface (ISCCFI).In order to study the kinetics of ISCCFI with MTA (Mud Cake to Agglomerated Cake) method, the Diamond DifferentialScanning Calorimetry Analyzer is adopted for experiments with dynamic method and isothermal method. The results show that there is a linear relationship between the solidification reaction temperature and the heating rate of ISCCFIwith MTA method. For the first exothermic peak, the initial temperature, peak tip temperature and final temperature are 53 °C, 69 °C and 83 °C respectively, and the apparent activation energy of solidification reaction is44.39×10-3 kJ·mol-1, the natural logarithm of preexponential factor is 7.26, the solidification reaction order is 0.88. For the second exothermic peak, the initial temperature, peak tip temperature and final temperature are 83 °C, 92 °C and114 °C respectively, and the apparent activation energy of solidification reaction is 99.14×10-3 kJ·mol-1, the natural logarithm of preexponential factor is 24.77, the solidification reaction order is 0.94. The maximum solidification reactionrates at 50 °C, 75 °C and 90 °C are 0.09×10-3 s-1, 0.27×10-3 s-1 and 0.51×10-3 s-1 respectively. The kinetic models of ISCCFI with MTA method under different temperatures are established. It provides a theoretical and technical support forthe isolation improvement of cement-formation interface.
机译:胶结界面的隔离破坏是采油中一个重要而迫切的问题,而解决胶结界面的有效方法是实现胶结界面的整体凝固和胶结。 MTA(泥饼到结块饼)方法是采用金刚石差示扫描量热分析仪进行的。结果表明,MTA法测定ISCCFI的固化反应温度与升温速率之间存在线性关系。对于第一个放热峰,起始温度,峰顶温度和最终温度分别为53°C,69°C和83°C,凝固反应的表观活化能为44.39×10-3 kJ·mol-1 ,指数因子的自然对数为7.26,凝固反应阶数为0.88。对于第二个放热峰,其初始温度,峰顶温度和最终温度分别为83°C,92°C和114°C,凝固反应的表观活化能为99.14×10-3 kJ·mol-1,指数因子的自然对数为24.77,固化反应阶数为0.94。在50°C,75°C和90°C下的最大固化反应速率分别为0.09×10-3 s-1、0.27×10-3 s-1和0.51×10-3 s-1。建立了MTA法测定ISCCFI在不同温度下的动力学模型。为改善水泥-地层界面的隔离提供了理论和技术支持。

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