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Determination of the ion diffusion coefficient of cracked porous media

机译:裂纹多孔介质离子扩散系数的测定

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The resistance of building materials against chemical attack is highly determined by their transport properties. Due to a complex interplay of hygrothermal, chemical and mechanical loading a connected network of cracks, microcracks and pores is formed. These are important pathways for infiltrating water and dissolved ions. Transport into a cracked medium consists of a combination of convection, diffusion and chemical reactions. In order to understand and describe these processes an accurate determination and prediction of ion diffusivity and water permeability is necessary. This paper deals with the diffusivity of cracked and uncracked saturated brick samples. In a first step the 3-D cracked geometry (of the samples) is quantitatively measured by means of μCT. Secondly, the experimental data of the diffusion cell test at different ion concentrations is analysed. The validity of the use of a concentration independent diffusion coefficient is examined.
机译:建筑材料对化学侵蚀的抵抗力由其运输特性高度决定。由于湿热的复杂相互作用,化学和机械加载连接的裂缝网络,形成微裂纹和孔。这些是渗透水和溶解离子的重要途径。进入裂纹培养基的运输包括对流,扩散和化学反应的组合。为了理解和描述这些过程,需要准确的确定和预测离子扩散性和水渗透性。本文涉及裂纹和未包埋的饱和砖样品的扩散率。在第一步中,通过μCT定量测量3-D裂纹的几何形状(样本)。其次,分析了不同离子浓度下扩散细胞试验的实验数据。检查了使用浓度独立扩散系数的使用的有效性。

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