摘要
应用正交试验设计设计9组高性能混凝土。正交试验为三因素三水平,选取L9(34)正交表。三因素三水平分别为搅拌(人工搅拌,机械搅拌,超时机械搅拌)、振捣(人工振捣,机械振捣,免振捣)及养护(自然养护,标准养护,绝湿养护)。针对该9组混凝土氯离子渗透试验,对试验结果进行正交试验的级差分析及方差分析。分析表明,对高性能混凝土渗透性影响最显著的施工因素是搅拌;最佳施工方式为:超时搅拌,机械振捣,绝湿养护。
9 groups of high-performance concrete are designed with orthogonal experimental design,in which there are 3 factors and 3 levels.The orthogonal experimental design table is L9(34).The factors and levels are mixing(artificial mixing,mechanical mixing,overtime mixing),vibrating(artificial vibrating,mechanical vibrating,vibration-free) and curing(natural curing,standard curing,humidity insulation curing).Permeability tests of 9 groups of high-performance concrete are carried out,and then differential analysis and variance analysis of orthogonal test are carried out.The analysis indicated that the most significant construction factor on the permeability of high-performance concrete is mixing and the best construction method is overtime mixing,mechanical mixing,humidity insulation curing.
出处
《公路》
北大核心
2011年第2期115-117,共3页
Highway
基金
中国博士后科学基金资助项目
项目编号2005037231
关键词
高性能混凝土
施工方式
氯离子渗透
正交试验
high-performance concrete
construction method
permeability
orthogonal test