Pore characteristics of pervious concrete and their influence on permeability attributes

曲折 透水混凝土 多孔性 磁导率 分形维数 材料科学 岩土工程 多孔介质 复合材料 水泥 分形 地质学 数学 化学 生物化学 数学分析
作者
Jingsong Shan,Yuan Zhang,Shuyin Wu,Zhansheng Lin,Li Lei,Qiulin Wu
出处
期刊:Construction and Building Materials [Elsevier BV]
卷期号:327: 126874-126874 被引量:141
标识
DOI:10.1016/j.conbuildmat.2022.126874
摘要

The pore characteristics play a dominant role in the permeability attributes of pervious concrete. To study the relationship between the pore characteristics and permeability attributes of pervious cement concrete, the three-dimensional pore model based on CT (Computed tomography) technology and AVIZO software was established, and single-phase seepage test and simulation were conducted. The pore features of the pervious concrete were identified, and the spatial structure of the pores was analyzed. The results show that the fractal dimension and porosity are linearly related to each other. With the increase of the porosity, the tortuosity of the pervious concrete decreases. The number of pores and the maximum pore size also increase with an increase in the porosity. The internal pore size is basically within 0 ∼ 2000 mm3. The pore throat size follows a normal distribution. With the increase of porosity, the connectivity between the pores is improved and the coordination number of the pores increases. The simulation results show that the increase of the porosity, the decrease of the tortuosity, and the increase of the seepage channels result in an increase of permeability. The permeability simulation results are basically consistent with the indoor test results.
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