Ternary Concrete with Fractionated Reclaimed Asphalt Pavement

被引:3
作者
Brand, Alexander S. [1 ]
Roesler, Jeffery R. [1 ]
机构
[1] Univ Illinois, Champaign, IL 61820 USA
关键词
fractionated reclaimed asphalt pavement; FRAP; RAP; reclaimed asphalt pavement; recycled aggregate concrete; sustainability; ternary concrete; MILLED BITUMINOUS CONCRETE; MECHANICAL-PROPERTIES; AGGREGATE; FRACTURE; BOND;
D O I
10.14359/51687176
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
A ternary-blend concrete (65% cement, 25% slag, and 10% fly ash) containing fractionated reclaimed asphalt pavement (FRAP) as a partial replacement (0, 20, 35, and 50%) for coarse aggregate was investigated through a comprehensive laboratory testing program. With increasing FRAP replacement, the concrete workability increased, unit weight decreased, and air content was mainly unaffected. The source of the measured strength and modulus reductions was linked to the interface between the FRAP particle and the paste. The incorporation of FRAP did not significantly impact the concrete free drying shrinkage but did reduce the restrained ring shrinkage strains. The freezing-and-thawing durability was acceptable for all tested FRAP contents. Fracture results indicated that FRAP addition did not statistically affect the initial or total fracture energy of the concrete. Mixtures containing up to 50% coarse FRAP may be used in concrete pavement and still produce acceptable fresh and hardened properties.
引用
收藏
页码:155 / 163
页数:9
相关论文
共 68 条
[1]  
AASHTO, 2009, T160 AASHTO
[2]  
AASHTO, 2007, T277 AASHTO
[3]  
AASHTO, 2008, T334 AASHTO
[4]  
AASHTO, 2010, T313 AASHTO
[5]  
AASHTO, 2010, Determining the rheological properties of asphalt binder using a dynamic shear rheometer (DSR)
[6]  
Al-Oraimi S., 2009, The Journal of Engineering Research, V6, P37
[7]  
American Association of State Highway and Transportation Officials, 2007, TP62 AASHTO
[8]  
[Anonymous], P 7 INT S CONCR ROAD
[9]  
[Anonymous], 2010, C231C231M ASTM INT
[10]  
[Anonymous], 2008, T161 AASHTO