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《Journal of Hebei University of Technology》 2014-06
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Study on the performance of pervious concrete

ZHU Jin-chun;YANG Ding-yi;ZHANG Xiao-huan;SUN Fei-jin;WANG Chang-jiang;JIANG Hong;ZHU Guang-jun;QIU Sheng-biao;College of Civil Science and Engineering,Yangzhou University;Yizheng Jiangyang Concrete Products Co Ltd;  
The orthogonal experimental method was chosen.The changes of performance of pervious concrete were studied by changing the following factors:particle size of coarse aggregate(9.5 ~ 16 mm,16 ~ 19 mm,19 ~ 25 mm),water cement ratio(0.25,0.30,0.35) and design of porosity(15%,20%,25%).The best aggregate size(16 ~ 19 mm),the optimal design of porosity(15%) and the optimal water cement ratio(0.30) through the analysis of range were obtained,and the design of porosity is the main factor affecting the performance index.The performance indexes include compressive strength,effective porosity and permeability coefficient.
【Fund】: “十二五”国家科技支撑计划(2012BAJ20B01);; 水利部公益性行业科研专项(201201005);; 2014年度扬州市“绿扬金凤计划”扬州大学人才专项;; 江苏省普通高校专业学位研究生科研实践计划(SJZZ-0183);; 扬州大学大学生学术科技创新基金(201411117077X)
【CateGory Index】: TU528
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