摘要
结合水泥稳定碎石底基层试验段概况,确定了水稳碎石底基层施工的配合比,并介绍了其主要的施工工艺流程,通过对试验路段施工过程中所得的试验结果和数据的分析,得到了松铺厚度、松铺系数、碾压遍数与压实度之间的关系。
Combining with cement stabilized gravel subbase testing section conditions,the paper determines the mixing proportion of cement stabi-lized gravel subbase construction,introduces major construction technology procedures. Through analyzing the testing results and data obtained in testing section construction process,it achieves the relationship of loose laying thickness,loose laying coefficient,rolling times and compaction degree.
出处
《山西建筑》
2015年第35期170-171,共2页
Shanxi Architecture
关键词
试验路段
底基层
压实度
松铺厚度
experimental section
subbase
compaction degree
loose laying thickness