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Computational modelling of coupled water and salt transport in porous materials using diffusion-advection model

机译:利用扩散-对流模型计算水盐耦合传输的多孔材料

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The diffusion-advection model taking into account not only the influence of water flow on salt transport but also the effect of bonded salt on pore walls is used for the description of coupled moisture and chloride transport in lime plaster. Moisture and chloride concentration profiles are determined experimentally and subjected to inverse analysis making possible to identify the moisture diffusivity as a function of moisture content and salt diffusion coefficient as a function of salt concentration. The results of experimental and computational investigations show that the moisture diffusivity of lime mortar increases fast with increase in moisture content, its maximum value being about 10~(-6) m~2/s, which indicates very fast moisture transport in that material. The chloride diffusion coefficient of lime mortar is found very high, in the range 10~(-6)-10~(-5) m~2/s. This can be explained by the action of additional driving forces, namely the surface diffusion and osmosis, which accelerate the chloride transport. The obtained results should find use in computational modelling of the damage of lime plasters in historical buildings caused by combined action of water and salts.
机译:扩散-对流模型不仅考虑了水流对盐分迁移的影响,而且还考虑了键合盐对孔壁的影响,用于描述石灰灰泥中水分和氯离子的耦合迁移。通过实验确定水分和氯化物浓度曲线,然后进行反分析,从而可以确定水分扩散率与水分含量的函数关系,以及盐扩散系数与盐浓度的函数关系。实验和计算研究的结果表明,石灰砂浆的水分扩散率随水分含量的增加而快速增加,最大值约为10〜(-6)m〜2 / s,表明该材料中水分的迁移非常快。发现石灰砂浆的氯化物扩散系数非常高,范围为10〜(-6)-10〜(-5)m〜2 / s。这可以通过附加驱动力的作用来解释,这些附加驱动力即表面扩散和渗透,它们加速了氯化物的传输。所得结果应可用于水和盐的共同作用对历史建筑中石灰灰泥的破坏的计算建模。

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  • 来源
    《Journal of the Franklin Institute》 |2011年第7期|p.1574-1587|共14页
  • 作者单位

    Department of Materials Engineering and Chemistry, Faculty of Civil Engineering, Czech Technical University in Prague, Thakurova 7, 166 29 Prague, Czech Republic;

    Department of Materials Engineering and Chemistry, Faculty of Civil Engineering, Czech Technical University in Prague, Thakurova 7, 166 29 Prague, Czech Republic;

    Department of Materials Engineering and Chemistry, Faculty of Civil Engineering, Czech Technical University in Prague, Thakurova 7, 166 29 Prague, Czech Republic;

    Department of Materials Engineering and Chemistry, Faculty of Civil Engineering, Czech Technical University in Prague, Thakurova 7, 166 29 Prague, Czech Republic;

    Department of Materials Engineering and Chemistry, Faculty of Civil Engineering, Czech Technical University in Prague, Thakurova 7, 166 29 Prague, Czech Republic;

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