微结构对砂浆氚化水扩散系数的影响

Anik Delagrave , Jacques Marchand , Michel Pigeon
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引用次数: 56

摘要

通过浇筑4种不同系列的砂浆,研究其微观结构对氚化水输运系数的影响。试验参数包括粘结剂类型、水胶比(0.25和0.45)、砂粒体积分数(0%和50%)。采用压汞孔隙度法对混合物的孔隙结构进行了表征。用简单的扩散试验确定了氚化水的有效扩散系数。试验结果表明,水胶比的降低和硅灰的使用对降低输运性能有显著作用。试验结果还表明,骨料对砂浆的微观结构和输运性能都有影响。氚化水的扩散系数随砂体积分数的增加而减小。因此,聚集体的存在所引起的基体扭曲度的增加似乎比界面过渡区的影响更重要。结果还清楚地强调了压汞实验前制备技术的影响。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Influence of Microstructure on the Tritiated Water Diffusivity of Mortars

Four different series of mortars were cast to study the influence of the microstructure on the transport coefficient of tritiated water. Test parameters included type of binder, water/binder ratio (0.25 and 0.45), and sand volume fraction (0% and 50%). Mercury intrusion porosimetry was used to characterize the pore structure of all mixtures. The effective tritiated water diffusion coefficients were determined using a simple diffusion test. The test results show that the reduction of the water/binder ratio and the use of silica fume significantly contribute to reduce the transport properties. The test results also indicate that aggregates modify both the microstructure and the transport properties of mortars. The diffusion coefficient of tritiated water was found to decrease with an increase of the sand volume fraction. The increased tortuosity of the matrix induced by the presence of aggregates thus appears to be more important than the influence of the interfacial transition zone. Results also clearly underline the influence of the preparation technique prior to a mercury intrusion experiment.

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