摘要
水泥稳定级配碎石基层是将一定级配的砂砾集料与水泥和水一起拌和后,在最佳含水量状态下碾压成型,经过养生达到一定强度的路面基层结构,此基层是一种半刚性结构.本文通过具体试验段数据分析,说明水泥稳定级配碎石基层特性及其施工控制要点.
The so-called cement stable macadam road-base is a kind of graded gravel mixed with cement and water under the optimum moisture conditions in RCC,which is a kind of semi-rigid structure with a certain intensity.The construction characteristics of the cement stable macadam road-base structure,as well as the details of the process control are explained in the essay based on the analysis of the testing data,road-base and control key points.
出处
《浙江水利水电专科学校学报》
2010年第2期74-77,共4页
Journal of Zhejiang Water Conservancy and Hydropower College
关键词
水泥稳定级配碎石基层
试验
分析
cement stable macadam road-base
experiment
analysis
作者简介
作者简介：曹军（1962～），男，河南南阳人，高级讲师．从事道路桥梁工程技术专业教学及研究．
