摘要
以砼抗折强度为设计目标,通过建立砼抗折强度多元线性关系直接评价不同品种及不同掺量活性混合材对路面砼抗折强度的影响,结论对掺活性混合材路面砼配合比设计具有较好的指导作用.
By establishing plural linear equation,the influences of different kinds and quantities of mineral admixtures on the flexural strength of pavement were evaluated. This will have a good guiding function to ratio designing of road concrete added with mixtures.
出处
《重庆交通大学学报(自然科学版)》
CAS
2007年第5期56-57,137,共3页
Journal of Chongqing Jiaotong University(Natural Science)
关键词
路面砼
抗折强度
活性混合材
配合比设计
pavement concrete
flexural strength
mineral admixture
proportion design