Induction Heating and Cooling Performance of Asphalt Mixture as Recycling Rap and Steel Slag

被引:0
|
作者
Yang, Chao [1 ,2 ,3 ]
Lei, Zilin [1 ]
Wang, Sicheng [4 ]
Wang, Fusong [5 ]
Zhou, Wangwang [5 ]
Luo, Qiuyuan [6 ]
Zhang, Jixin [6 ]
机构
[1] Hubei Univ Technol, Sch Civil Engn Architecture & Environm, Wuhan 430068, Peoples R China
[2] Hubei Univ Technol, Bldg Waterproof Engn & Technol Res Ctr Hubei Prov, Wuhan 430068, Peoples R China
[3] Hubei Univ Technol, Key Lab Hlth Intelligent Percept & Ecol Restorat R, Minist Educ, Wuhan 430068, Peoples R China
[4] Wuhan Univ Technol, Sch Mech & Elect Engn, Wuhan 430070, Peoples R China
[5] Huazhong Univ Sci & Technol, Sch Civil & Hydraul Engn, Wuhan 430074, Peoples R China
[6] Fujian Prov Transportat Res Inst Co Ltd, Fuzhou 350004, Peoples R China
基金
国家重点研发计划; 芬兰科学院; 中国博士后科学基金;
关键词
steel slag; recycled asphalt mixture; heating rate; cooling performance;
D O I
10.3390/su151914268
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
Recycling reclaimed asphalt pavement (RAP) for asphalt pavement construction is of interest due to its potential to mitigate environmental impact and resource consumption; however, the addition of RAP limits the induction heating behavior of asphalt mixtures, hindering the further application of RAP in sustainable and functional asphalt pavement. This study prepared recycled asphalt mixtures with high contents of steel slag aggregate and RAP, and optimized the rejuvenator dosage and composition design to investigate the induction heating rate. The effect of the steel fiber content, heating time, and heating distance on the induction capacity were verified for the recycled asphalt mixture. Moreover, the cooling curves of the recycled asphalt mixture were explored using a constant temperature chamber and infrared camera. The results showed that 6 wt% of rejuvenator in aged asphalt could evidently restore the physical properties and surface morphology, the highest heating rate of 1.204 degrees C/s could be reached with 2 wt% of steel fiber content, and the effective intervals of heating time and heating distance were set as 60-120 s and 10-20 mm, respectively. This study could be a significant reference in promoting solid waste recycling and sustainable asphalt pavement construction.
引用
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页数:13
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