1.西北农林科技大学 水利与建筑工程学院，陕西 杨凌 712100;2.西京学院 土木工程学院，陕西 西安 710123
王仪良（1999—），男，江西南昌人，西北农林科技大学硕士生.E-mail：wyl_04@nwafu.edu.cn
任文渊（1986—），男，新疆博乐人，西北农林科技大学副教授，硕士生导师，博士.E-mail： wenyuange304@nwafu.edu.cn
TU997
1.College of Water Resources and Architectural Engineering， Northwest A&F University， Yangling 712100， China;2.College of Civil Engineering， Xijing University， Xi’an 710123， China
利用X射线计算机断层成像及图像三维重构技术获取了陶瓷透水路面砖的孔隙特征参数与渗透系数.基于沿程水头损失及局部水头损失影响因素，选取合适孔隙特征参数，并利用量纲分析法建立了渗透系数与孔隙特征参数的定量关系模型.结果表明：通过统计学检验方法对建立的定量关系模型进行检验，发现所建立模型是合理可靠的；渗透系数受有效孔隙迂曲度、有效孔隙半径均值的影响最大，受有效孔隙比表面积、有效孔隙等效喉道半径及有效孔隙等效喉道长度的影响较小.
The pore characteristic parameters and permeability coefficient of ceramic pervious pavement brick were obtained by using X-ray computed tomography and three-dimensional image reconstruction technology. Based on the influencing factors of frictional head loss and local head loss， suitable pore characteristic parameters were selected， and the quantitative relationship between permeability coefficient and pore characteristic parameters was modeled by using the dimensional analysis. The results show that the established quantitative relationship model is reasonable and reliable as proven by the statistical test method. The permeability coefficient is most influenced by effective pore tortuosity and the mean effective pore radius， and less influenced by the effective pore specific surface， the effective pore equivalent throat radius and the effective pore equivalent throat length.
王仪良,谭建平,李薇,任文渊,袁克阔.陶瓷透水路面砖渗透系数与孔隙特征的定量关系模型[J].建筑材料学报,2024,27(2):174-180
复制
