摘要
在总结国内外研究的基础上 ,提出骨架密实型水泥稳定碎石 ,以减少基层收缩裂缝要求 ,从而提高水泥稳定碎石基层使用性能。与此同时 ,与国内规范推荐级配的水泥稳定碎石作比较 ,结果表明 。
This paper,on the basis of summarizing the present research at home and abroad,puts forward that cement stabilized aggregate of dense framework type can decrease the shrinkage crack and raise the road performance of cement stabilized aggregate base course. Compared with the commonly used cement stabilized aggregate, the cement stabilized aggregate of dense framework type possesses better road performance.
出处
《交通运输工程学报》
EI
CSCD
2001年第4期37-40,共4页
Journal of Traffic and Transportation Engineering
