摘要
为了实现0~5mm旧沥青路面材料的100%利用,开展了对水泥稳定碎石基层掺加细RAP技术的研究。论文依托工程实体,着重分析了细RAP最佳掺量的确定和混合料配合比的设计方法,并对混合料的拌合、碾压、养生等工艺做了相关的介绍。
In order to realize the 100% utilization of 0~5 mm old asphalt pavement material, the fine RAP technology mixed with cement stabilized macadam base was studied. Based on the engineering entity, this paper focuses on the analysis of the determination of the best content of fine RAP, the design method of the mixture ratio of the mixture, the mixing, rolling, health and other processes of the mixture to do the relevant introduction.
引文
[1]JTG/T F20-2015公路路面基层施工技术细则[S].
[2]JTG F41-2008公路沥青路面再生技术规范[S].
[3]王海朋.掺细废旧料水泥稳定碎石抗裂性研究[D].西安:长安大学,2011.