Abstract: The application of recycled aggregate material in transportation infrastructure construction is essential for sustainable development. There is great potential for the use of large proportions of recycled aggregate in cement stabilized macadam bases with low strength requirements. However, there is a lack of systematic research and applications in this area. Research on the physical and mechanical properties of cement stabilized macadam incorporating recycled aggregate has been reviewed in this paper. The basic performance indicators of recycled aggregates are summarized, and the effects of recycled aggregate, cement, age and additives on the physical and mechanical performance of cement stabilized macadam are analyzed. The following conclusions are drawn: the performance of recycled aggregates is relatively limited, and thus surface treatment and appropriate mixing should be conducted. When the recycled aggregate content in cement stabilized macadam is less than 40%, the performance of the macadam decreases only slightly, while a higher aggregate content causes a significant decrease in performance. The larger the particle size of the recycled aggregate is, the greater the dry shrinkage performance, but with a decrease in strength, stiffness and anti-scouring performance. Increasing the cement content can improve the strength, stiffness, anti-scouring and fatigue performance of cement stabilized ma-cadam incorporating recycled aggregate, but shrinkage performance decreases. Therefore, the cement content should be reduced appropriately to effectively reduce shrinkage while ensuring the strength and stiffness of the subgrade. The strength and shrinkage of cement stabilized maca-dam incorporating recycled aggregate stabilize at 28 days; appropriate maintenance should be performed to meet requirements of subsequent surface construction. Adding appropriate additives reduces the strength and stiffness but improves the shrinkage and fatigue properties; this can be used to reduce base cracking. However, effects of different particle sizes on physical and mechanical properties of cement stabilized macadam incorporating recycled aggregate are still unclear. The results of this study can be used as the basis for future research to provide theoretical support for the application of recycled aggregates with different particle sizes in pavement engineering design and construction. In addition, recycled aggregates from different sources have varying impacts on the performance of cement stabilized macadam. Therefore, in future research, water absorption and crushing value should be used as the control indexes of the correction coefficient, and models of content and performance should be modified accordingly.
通讯作者:
*张翛,太原理工大学土木工程学院教授、博士研究生导师。2002年长安大学公路与城市道路工程专业本科毕业,2006年同济大学道路与铁道工程专业硕士毕业,2015年同济大学道路与铁道工程专业博士毕业,2019年到太原理工大学工作至今。目前主要从事先进交通材料、绿色道路养护技术等方面的研究工作。发表论文70余篇,包括Construction and Building Materials、Science of the Total Environment、International Journal of Pavement Engineering等。zhangxiao01@tyut.edu.cn
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