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Hydration kinetics modeling of Portland cement considering the effects of curing temperature and applied pressure

机译:考虑固化温度和施加压力影响的硅酸盐水泥水化动力学模型

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摘要

A hydration kinetics model for Portland cement is formulated based on thermodynamics of multiphase porous media. The mechanism of cement hydration is discussed based on literature review. The model is then developed considering the effects of chemical composition and fineness of cement, water-cement ratio, curing temperature and applied pressure. The ultimate degree of hydration of Portland cement is also analyzed and a corresponding formula is established. The model is calibrated against the experimental data for eight different Portland cements. Simple relations between the model parameters and cement composition are obtained and used to predict hydration kinetics. The model is used to reproduce experimental results on hydration kinetics, adiabatic temperature rise, and chemical shrinkage of different cement pastes. The comparisons between the model reproductions and the different experimental results demonstrate the applicability of the proposed model, especially for cement hydration at elevated temperature and high pressure.
机译:基于多相多孔介质的热力学,建立了硅酸盐水泥水化动力学模型。在文献综述的基础上,探讨了水泥水化机理。然后考虑水泥的化学成分和细度,水灰比,固化温度和施加压力的影响,开发该模型。分析了硅酸盐水泥的极限水化度,并建立了相应的公式。该模型已针对八种不同波特兰水泥的实验数据进行了校准。获得了模型参数和水泥成分之间的简单关系,并将其用于预测水化动力学。该模型用于重现不同水泥浆的水化动力学,绝热温升和化学收缩率的实验结果。模型复制品与不同实验结果之间的比较证明了该模型的适用性,特别是在高温高压下水泥水化过程中。

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