水泥稳定混合骨料再生料路用性能分析  

Performance analysis of cement stabilized mixed aggregate recycled materials

作　　者：郑明博 刘海涛[1] 吴泽玉[1] 白新理[1] 李长春 牛亚宁 ZHENG Mingbo;LIU Haitao;WU Zeyu;BAI Xinli;LI Changchun;NIU Yaning(North China University of Water Resources and Electric Power,Zhengzhou 450045,China)

机构地区：[1]华北水利水电大学

出　　处：《四川建材》2020年第1期155-156,共2页Sichuan Building Materials

摘　　要：为研究建筑垃圾再生料在公路工程中的可靠性,结合骨架密实型结构级配设计原则,针对天然碎石及混凝土建筑垃圾再生混合料共设计了3种级配做了7 d无侧限抗压试验来分析其路用性能,为解决建筑垃圾提供一条可循之路。In order to study the reliability of construction waste reclaimed materials in highway engineering,combined with the design principle of rigid compact structure grading,three kinds of natural gravel and concrete construction waste reclaimed materials were designed.The grading has a seven-day unconfined compression test to analyze its road performance and provide a path to solve construction waste.

关 键 词：再生料 骨架密实型结构 级配 

分 类 号：U414[交通运输工程—道路与铁道工程]