Effect of Reclaimed Asphalt Pavement Heating Temperature on the Compactability of Recycled Hot Mix Asphalt

被引:26
作者
Ma, Xiang [1 ]
Leng, Zhen [2 ]
Wang, Lili [3 ]
Zhou, Peisheng [1 ]
机构
[1] Nanjing Forestry Univ, Coll Civil Engn, Nanjing 210037, Peoples R China
[2] Hong Kong Polytech Univ, Dept Civil & Environm Engn, Hong Kong, Peoples R China
[3] Suzhou Sanchuang Pavement Engn Co LTD, Suzhou 215128, Peoples R China
关键词
RAP; recycled hot mix asphalt; compactability; gyratory compaction; CER; BLENDING EFFICIENCY; BINDER; MIXTURES; TECHNOLOGY; COMPACTION; MATRIX; VIRGIN;
D O I
10.3390/ma13163621
中图分类号
O64 [物理化学(理论化学)、化学物理学];
学科分类号
070304 ; 081704 ;
摘要
The compactability of an asphalt mixture is related to the heating temperature of the materials, but the heating temperature of reclaimed asphalt pavement (RAP) is limited by the production process of hot-in-plant recycled mixtures. To choose a reasonable heating temperature for RAP according to the compactability, the compaction energy ratio (CER) obtained from the Superpave gyratory compactor compaction curve was developed. The CERs of fourteen kinds of asphalt mixtures made with different RAPs were compared, all of which were different in type, content, and heating temperature. The results indicated that CER is an effective energy index to evaluate the workability of a bituminous mixture, and it considers both the accumulated energy after each gyration and the number of gyrations. It was also found that increasing the heating temperature of the RAP cannot always improve the workability of the recycled mixture, because the higher heating temperature caused more hard-aged bitumen to be blended with soft virgin bitumen during the mixing process. At the same RAP heating temperature, increasing the RAP content made it more difficult to compact the mixture, especially for RAPs with styrene-butadiene-styrene (SBS) modified bitumen, and the recycled mixtures with SBS-modified bitumen were more difficult to compact than those with nonmodified bitumen.
引用
收藏
页数:13
相关论文
共 33 条
[1]   Assessment of Workability and Compactability of Warm-Mix Asphalt [J].
Bennert, Thomas ;
Reinke, Gerald ;
Mogawer, Walaa ;
Mooney, Karissa .
TRANSPORTATION RESEARCH RECORD, 2010, (2180) :36-47
[2]   Blending efficiency of Reclaimed Asphalt Pavement: An approach utilizing rheological properties and molecular weight distributions [J].
Bowers, Benjamin F. ;
Moore, Jason ;
Huang, Baoshan ;
Shu, Xiang .
FUEL, 2014, 135 :63-68
[3]   Compactibility of hot bituminous mixtures made with crumb rubber-modified binders [J].
Celik, Osman Nuri ;
Atis, Cengiz Duran .
CONSTRUCTION AND BUILDING MATERIALS, 2008, 22 (06) :1143-1147
[4]   Laboratory Evaluation of the Workability and Compactability of Asphaltic Materials prior to Road Construction [J].
Dessouky, Samer ;
Pothuganti, Arvindreddy ;
Walubita, Lubinda F. ;
Rand, Dale .
JOURNAL OF MATERIALS IN CIVIL ENGINEERING, 2013, 25 (06) :810-818
[5]   Blending efficiency evaluation of plant asphalt mixtures using fluorescence microscopy [J].
Ding, Yongjie ;
Huang, Baoshan ;
Shu, Xiang .
CONSTRUCTION AND BUILDING MATERIALS, 2018, 161 :461-467
[6]   Microstructural and rheological investigation of asphalt mixtures containing recycled asphalt materials [J].
Falchetto, Augusto Cannone ;
Montepara, Antonio ;
Tebaldi, Gabriele ;
Marasteanu, Mihai O. .
CONSTRUCTION AND BUILDING MATERIALS, 2012, 35 :321-329
[7]   Influence on Compaction of Cold Recycled Mixes with Emulsions Using the Superpave Gyratory Compaction [J].
Gao, Lei ;
Ni, Fujian ;
Charmot, Stephane ;
Luo, Hailong .
JOURNAL OF MATERIALS IN CIVIL ENGINEERING, 2014, 26 (11)
[8]   Density profile of hot mix asphalt layer during compaction with various types of rollers and lift thickness [J].
Hainin, Mohd Rosli ;
Oluwasola, Ebenezer Akin ;
Brown, E. Ray .
CONSTRUCTION AND BUILDING MATERIALS, 2016, 121 :265-277
[9]   Laboratory investigation of mixing hot-mix asphalt with reclaimed asphalt pavement [J].
Huang, BS ;
Li, GQ ;
Vukosavjevic, D ;
Shu, X ;
Egan, BK .
BITUMINOUS PAVING MIXTURES 2005, 2005, (1929) :37-45
[10]   Fatigue damage model of stone matrix asphalt with polymer modified binder based on tensile strain evolution and residual strength degradation using digital image correlation methods [J].
Jiang, Jiwang ;
Ni, Fujian ;
Dong, Qiao ;
Zhao, Yanjing ;
Xu, Kai .
MEASUREMENT, 2018, 123 :30-38