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Time-Dependent Variation of Chloride Ion Diffusion Coefficients in Concretes with Various Phase Compositions and Pore Structures Using A Different Type of Cement

机译:使用不同类型的水泥的各种相组合物和孔结构的混凝土中氯离子扩散系数的时间依赖性变化

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Concrete specimens with different phase compositions and pore structures were prepared using various cement-based materials and different mix proportions, and their apparent and effective diffusion coefficients Da and De were measured to know how they are influenced by the phase composition, pore structure and environmental conditions such as exposure temperature and marine tidal or splash zone environment. This paper verifies the applicability of analytical solutions of diffusion equations to the evaluation of Da with variations in surface chloride ion (Cl) concentration depending on the immersion time. Over-time changes of Da and De are then discussed from the viewpoint of variations in influential factors depending on the mix proportions and environmental conditions. For the present study, specific focus is placed on the factors influencing Da including linear binding of Cl, cement content and pore structure factors as well as tortuosity and constrictivity as typical pore structure parameters.
机译:使用各种基于水泥基材料和不同的混合比例制备具有不同相组合物和孔结构的混凝土试样,并测量它们的表观和有效的扩散系数DA和DE以了解它们的影响是受相位成分,孔隙结构和环境条件的影响如曝光温度和海洋潮汐或飞溅区域环境。本文验证扩散方程的分析溶液对DA评价的适用性,其具有根据浸渍时间的表面氯离子(CL)浓度的变化。从根据混合比例和环境条件,从影响因素的变化的视点讨论了DA和de的过度变化。对于本研究,将特定的重点放在影响DA的因素,包括Cl,水泥含量和孔结构因子的线性结合以及作为典型孔结构参数的曲折和收缩性。

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