Characterization of warm mix asphalt binders containing artificially long-term aged binders

被引:89
作者
Lee, Soon-Jae [1 ]
Amirkhanian, Serji N. [2 ]
Park, Nam-Won [3 ]
Kim, Kwang W. [3 ]
机构
[1] SW Texas State Univ, Dept Technol, San Marcos, TX 78666 USA
[2] Clemson Univ, Dept Civil Engn, Clemson, SC 29634 USA
[3] Kangwon Natl Univ, Chunchon 200701, Gangwon, South Korea
关键词
RAP; WMA; Aged binder; Recycling percentage;
D O I
10.1016/j.conbuildmat.2008.11.005
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Reclaimed asphalt pavement (RAP) comprises one of the largest recycled materials, and warm mix asphalt (WMA) technologies become more commonly used due to their promising advantages in the United States and Europe. This paper addresses the laboratory investigation of performance properties of WMA binders containing aged binders. The recycled binders with the additives were produced using two (i.e., zeolite Aspha-min(R) and wax Sasobit(R)) of the available warm asphalt processes. The recycled WMA binders were artificially short-term and then long-term aged through the rolling thin film oven (RTFO) and pressure aging vessel (PAV) procedures. Superpave binder tests were carried out on the binders through the rotational viscometer, the dynamic shear rheometer (DSR), and the bending beam rheometer (131311). In general, the results Of this Study indicated that (1) the additives and aged binders played an important role in determination of the binder properties; (2) the use of lower PC grade as a virgin binder (PC 58-28 in this study) was critical on offsetting the increase of binder stiffness caused by the addition of WMA additives and aged binders; and (3) even at the low recycling percentage of 15%, the lower PC grade was needed to get the results meeting current Superpave binder requirements. (C) 2008 Elsevier Ltd. All rights reserved.
引用
收藏
页码:2371 / 2379
页数:9
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