Aging analysis of rubberized asphalt binders and mixes using gel permeation chromatography

被引:42
作者
Lee, Soon-Jae [1 ]
Hu, Jiong [1 ]
Kim, Hakseo [2 ]
Amirkhanian, Serji N. [2 ]
Jeong, Kyu-Dong [3 ]
机构
[1] SW Texas State Univ, Dept Engn Technol, San Marcos, TX 78666 USA
[2] Clemson Univ, Dept Civil Engn, Clemson, SC 29634 USA
[3] Korea Inst Construct Technol, Goyang Si 411712, Gyeonggi Do, South Korea
关键词
Aging level; Reaction; Crumb rubber; GPC; LMS; GPC;
D O I
10.1016/j.conbuildmat.2010.08.004
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This study was initiated to investigate the aging characteristics of binders due to the reaction with the crumb rubber. For this laboratory study, the crumb rubber modified (CRM) and control binders were aged using an oven aging method. Also, asphalt mixtures with CRM or control binders were made and subjected to short-term and long-term aging treatments. The properties of these aged binders were evaluated using gel permeation chromatography (GPC) test procedures. The results from this study showed that: (1) the higher CRM percentage resulted in the higher large molecular size (LMS) value of asphalt binder under the binder aging conditions, and the rate of increase in the LMS value was found to have a relation to the CRM percentage. The asphalt binders with higher CRM percentages (15% and 20%) had a trend the LMS values decrease after a certain level. This finding is thought to be related to the required time for the rubber to be fully digested: (2) after subjecting to the long-term oven aging, the asphalt mixtures with the control and CRM modified binders were found to have statistically insignificant differences in aging level, measured using the LMS values. The very thin film thickness of binder in asphalt mixture and the aging temperature of 100 degrees C insufficient to enable a reaction were considered to be the main reasons that no differences were observed from the standpoint of the aging effect. (C) 2010 Elsevier Ltd. All rights reserved.
引用
收藏
页码:1485 / 1490
页数:6
相关论文
共 20 条
[1]  
Airey G.D., 2003, International Journal of Pavement Engineering, P105, DOI [10.1080/1029843032000158879, DOI 10.1080/1029843032000158879]
[2]   Properties of polymer modified bitumen after rubber-bitumen interaction [J].
Airey, GD ;
Singleton, TM ;
Collop, AC .
JOURNAL OF MATERIALS IN CIVIL ENGINEERING, 2002, 14 (04) :344-354
[3]  
[Anonymous], THESIS CLEMSON U
[4]  
Hicks R.G., 1995, FHWASA95056
[5]  
Jennings P. W., 1985, FHWAMT85001 US DEP T
[6]  
JENNINGS PW, 1980, FHWAMT7930 US DEP TR
[7]   METHODOLOGY FOR DEFINING LMS PORTION IN ASPHALT CHROMATOGRAM [J].
KIM, KW ;
BURATI, JL ;
PARK, JS .
JOURNAL OF MATERIALS IN CIVIL ENGINEERING, 1995, 7 (01) :31-40
[8]  
Kim KW., 1993, J MATER CIVIL ENG, V5, P41, DOI [10.1061/(ASCE)0899-1561(1993)5:1(41), DOI 10.1061/(ASCE)0899-1561(1993)5:1(41)]
[9]   Estimation of RAP's binder viscosity using GPC without binder recovery [J].
Kim, Kwang W. ;
Kim, Kyongae ;
Doh, Young S. ;
Amirkhanian, Serji N. .
JOURNAL OF MATERIALS IN CIVIL ENGINEERING, 2006, 18 (04) :561-567
[10]  
Kim KwangWoo, 2004, 한국도로학회논문집, V6, P15