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Characterizing pore volume, sizes, and connectivity in pervious concretes for permeability prediction

机译:表征透水混凝土的孔体积,大小和连通性,以预测渗透率

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Methods of characterizing the pore structure features in a cement-based material with open pore structure, called pervious concrete, and the use of these pore structure features in permeability prediction is the focus of this paper. Porosity of several pervious concrete mixtures is determined using volumetric and area fraction methods whereas stereology and mathematical morphology based methods are used to extract the characteristic pore sizes. The characteristic pore sizes determined using several methods relate well to each other. AWeibull probability distribution function is found to adequately model the pore size distribution in pervious concretes. The values of porosity and the morphologically determined pore sizes, along with the pore phase connectivity represented using an electrical conductivity ratio, are used in a Katz-Thompson type relationship to predict the permeability of pervious concretes. It is shown in this paper that maximization of water transport behavior of pervious concretes is best achieved by increasing the pore connectivity factor.
机译:表征具有开放孔隙结构的水泥基材料(称为透水混凝土)的孔隙结构特征的方法,以及在渗透率预测中使用这些孔隙结构特征是本文的重点。几种透水混凝土混合物的孔隙率是使用体积和面积分数法确定的,而基于立体学和数学形态学的方法则用于提取特征孔径。使用几种方法确定的特征孔径彼此相关。发现Weibull概率分布函数可以充分模拟透水混凝土的孔径分布。孔隙率值和由形态确定的孔径,以及用电导率表示的孔相连通性,均以Katz-Thompson型关系使用,以预测透水混凝土的渗透性。本文表明,通过增加孔的连通性因子,可以最佳地实现透水混凝土的水传输性能的最大化。

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