Effect of the Original Clustering Degree of Reclaimed Asphalt Pavement and Design Parameters on Properties of Recycled Asphalt Mixtures

被引:0
|
作者
Zhang, Yining [1 ,2 ]
Chu, Xiaolong [1 ,2 ]
Zhu, Wenkai [1 ,2 ]
Zhan, Xiaoli [1 ,2 ]
Dong, Haidong [3 ]
Liu, Dong [3 ]
Wang, Bingjian [4 ]
Cheng, Huailei [5 ]
Sun, Lijun [5 ]
机构
[1] Zhejiang Univ Technol, Fac Civil Engn, Hangzhou 310023, Peoples R China
[2] Zhejiang Univ Technol, Fac Civil Engn, Zhejiang Key Lab Civil Engn Struct & Disaster Prev, Hangzhou 310023, Peoples R China
[3] Zhejiang Shunchang Highway Maintenance Co Ltd, Zhejiang Prov Engn Res Ctr High Way Intelligent Ma, Hangzhou 310051, Peoples R China
[4] Zhejiang Dev & Planning Inst, Res Dept Macroecon, Hangzhou 310012, Peoples R China
[5] Tongji Univ, Key Lab Rd & Traff Engn, Minist Educ, Shanghai 201804, Peoples R China
基金
中国国家自然科学基金;
关键词
Recycled hot-mix asphalt; Cluster performance; Original clustering degree; Design parameters; Performance; Reclaimed asphalt pavement (RAP); PERFORMANCE;
D O I
10.1061/JMCEE7.MTENG-18910
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The use of reclaimed asphalt pavement (RAP) has brought enormous potential economic and environmental benefits to society. However, the cluster phenomenon of RAP particles in recycled hot-mix asphalt (HMA) has limited the extensive usage of RAP to a certain extent. Therefore, this research evaluated the effect of the original clustering degree of RAP and design parameters on the properties of recycled HMAs and the qualitative status of RAP cluster in recycled mixes. Six groups of mixes were designed, including one control group in which the RAP particles were designed as completely no cluster status, three experimental groups in which the RAP particles were designed at different original clustering degrees, and another two groups designed under different preheating temperatures and blending time. Then, the volumetric indicators, water stability, rutting, thermal cracking, and abrasion performance of each group were evaluated. It can be found that the RAP cluster was partially dispersed during the mixing and varied with different design parameters. The incomplete dispersion of fine RAP cluster acted as a "fake coarse aggregate" and affected the volumetric results and performance of final mixtures. Therefore, it may be inaccurate to design the aggregate gradation of recycled HMAs solely based on the extracted curve or the black curve of original RAP particles. The dispersion process of the RAP cluster during the mixing should not be ignored. In addition, the results also indicated that the original clustering degree of RAP particles may need to be carefully controlled during the construction.
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页数:10
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