硅酸盐通报2017，Vol.36Issue(1)：352-358,7.
矿粉气泡混合轻质土组成设计及性能试验研究
Experimental Study on Composition Design and Performance of Foamed Cement Banking with Slag Powder
摘要
Abstract
The mixture ratio design parameters of FCB with slag powder using in roadbed replacement were proposed by orthogonal experiments, and the effects on compressive strength of FCB of amount of cementitious materials, dosage of slag powder and water binder ratio were studied when the water binder ratio is in the range of 0. 5-0. 6, further the drying shrinkage and frost resistance of FCB were studied. The results show that the ratio of cement, slag powder, foaming agent and water is 1∶0. 54∶0. 03∶0. 85 is the initial mixture ratio of FCB with slag powder. The effect order on the compressive strength of FCB is amount of cementitious materials, dosage of slag powder, water binder ratio, with the water binder ratio increases at each age, the dry shrinkage rate first increases,and then decreases, finally increases again, the smallest is of the water binder ratio is 0. 55, and after freezing and thawing cycles, the compressive strength loss rate increases and then decreases, the smallest is of the water binder ratio is 0. 6, with the dosage of slag powder increases at each age, dry shrinkage rate first decreases and then increases, the smallest is of the dosage of slag powder is 35%, and after freezing and thawing cycles, the compressive strength loss rate increases gradually, the smallest is of the dosage of slag powder is 15%.关键词
矿粉/气泡混合轻质土/配合比/性能/试验Key words
slag powder/foamed cement banking/mixture ratio/performance/experiment分类
交通工程引用本文复制引用
高英力,马路,关宏信,马旭..矿粉气泡混合轻质土组成设计及性能试验研究[J].硅酸盐通报,2017,36(1):352-358,7.基金项目
内蒙古自治区交通运输厅建设科技项目(NJ-2015-35) （NJ-2015-35）
长沙理工大学交通基础设施安全风险管理行业重点实验室开放基金,长沙市科技计划项目(kh1601182) （kh1601182）
