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Simulation and experimental study on cement hydration and microstructure development

机译:水泥水化和微观结构发育的仿真与实验研究

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A quantitative model is proposed in this paper to simulate the Portland cement microstructure development based on the theories of kinetics, stoichiometry and physical chemistry of cement hydration. The hydration degree, the volume fractions of the hydration products, the capillary porosity and the gel porosity are obtained from model simulation by clarifying the microstructure elements and defining the hierarchical pore structure of cement pastes. The compressive strength is predicted based on the gel-space ratio concept. The experimental work was performed on ordinary Portland cement of water/cement ratios (w/c) 0.3, 0.4, 0.5 and 0.6 at caring ages 3, 7, 14, 28 and 56 days. The hydration degrees were determined by measuring the non-evaporable water content and the pore structures were measured by mercury intrusion porosimetry (MIP). The computation results are in good agreement with the experimental data.
机译:本文提出了一种定量模型,以模拟基于动力学,化学计量和水泥水合物理化学理论的波特兰水泥微观结构。通过澄清微观结构元件并限定水泥浆料的等级孔结构,从模型模拟中获得水合度,水合产物的体积分数,毛细孔孔隙率和凝胶孔隙。基于凝胶空间比概念预测压缩强度。在3,7,14,28和56天的照明期间,对水/水泥比(W / C)的普通波特兰水泥(W / C)0.3,0.4,0.5和0.6进行实验工作。通过测量不蒸发的含水量测定水合度,通过汞侵入孔孢子蛋白(MIP)测量孔结构。计算结果与实验数据吻合良好。

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