摘要
研究旨在评估钢渣作为粗集料加入RAP中组成钢渣再生沥青混合料的性能,先处理RAP材料以得到细集料再制备混合料,分别研究了不同级配沥青混凝土的路用性能,并对安山岩、再生骨料和钢渣与沥青界面性能进行了分析。结果表明钢渣沥青混合料SMA-16高温车辙为5848次/mm,低温弯曲为1108.23 N,疲劳方程式K值最高为9652.1。在水压力作用下,钢渣呈现出了更低的剥离率和更高的粘附破坏力,分别为12.0%和13.2%。表明钢渣再生沥青混合料具有更好的路用性能。
The aim of this study is to evaluate the performance of steel slag as coarse aggregate added to RAP to form steel slag recycled asphalt mixtures.The RAP material was treated first to obtain fine aggregate and then the mixtures were prepared.The road performance of different graded asphalt concretes was investigated separately.The interfacial properties of andesite,recycled aggregate and steel slag with asphalt were analyzed.The results show that the steel slag asphalt mixture SMA-16 has a high temperature rutting of 5848 times/mm,a low temperature bending of 1108.23 N,and the highest fatigue equation K value of 9652.1.Under the action of water pressure,the steel slag presents a lower stripping rate and higher adhesion destructive force of 12.0% and 13.2%,respectively.It shows that steel slag recycled asphalt mixtures have better road performance.
作者
范剑锋
吴领
吴少鹏
刘全涛
杨鑫馗
FAN Jian-feng;WU Ling;WU Shao-peng;LIUQuan-tao;YANG Xin-kui(School of Civil Engineering and Architecture,Wuhan University of Technology,Wuhan 430070,China;School of Material Science and Enginering,Wuhan University of Technology,Wuhan 430070,China)
出处
《武汉理工大学学报》
CAS
2024年第3期1-8,共8页
Journal of Wuhan University of Technology
基金
国家自然科学基金(52108244)。
关键词
再生路面材料
力学性能
界面特征
钢渣
r:ecycled pavement materials
mechanical property
interfacefeatures
steel slag
