Healing characteristics of asphalt binder

被引:111
作者
Tan, Yiqiu [1 ]
Shan, Liyan [1 ]
Kim, Y. Richard [2 ]
Underwood, B. Shane [2 ]
机构
[1] Harbin Inst Technol, Sch Transportat Sci & Engn, Harbin 150090, Peoples R China
[2] N Carolina State Univ, Dept Civil Construct & Environm Engn, Raleigh, NC 27695 USA
关键词
Asphalt binder; Healing characteristic; Dynamic modulus; Fatigue; FATIGUE;
D O I
10.1016/j.conbuildmat.2011.07.006
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The healing performance of asphalt binder has a critical impact on the fatigue performance of asphalt binders, mixture and pavement. Although studies of the healing characteristics of asphalt binder can be found in some references, the subject has not been researched thoroughly. No universal healing evaluation index currently exists, and the fatigue and healing processes are not fully understood. For this study, experiments were performed to characterize the healing characteristics of four typical asphalt binders. Healing indices are put forward, and factors that affect healing performance are examined in this paper. Finally, the fatigue and healing processes of asphalt binder are investigated by analyzing test specimen cross-sections. The findings from this study, although based on a limited number of binders, suggests that HI1 (the modulus ratio) and HI2 (the cycle number ratio) are suitable healing indices. Rest periods and microstructural configurations significantly affect the healing performance of asphalt binder. Healing affects the fatigue performance only when the modulus value is greater than the modulus value when rest periods are applied. During fatigue testing, damage starts at the outer edge of the specimen, and then develops towards the middle of the specimen. (C) 2011 Elsevier Ltd. All rights reserved.
引用
收藏
页码:570 / 577
页数:8
相关论文
共 15 条
[1]  
Anderson D. A., 1994, A369 SHRP NAT RES CO
[2]  
Bahia HU, 1999, JOURNAL OF THE ASSOCIATION OF ASPHALT PAVING TECHNOLOGY, VOL 68, 1999, P1
[3]   Characterization of aggregate surface energy using the universal sorption device [J].
Bhasin, Amit ;
Little, Dallas N. .
JOURNAL OF MATERIALS IN CIVIL ENGINEERING, 2007, 19 (08) :634-641
[4]   A Framework to Quantify the Effect of Healing in Bituminous Materials using Material Properties [J].
Bhasin, Amit ;
Little, Dallas N. ;
Bommavaram, Rammohan ;
Vasconcelos, Kamilla .
ROAD MATERIALS AND PAVEMENT DESIGN, 2008, 9 :219-242
[5]  
BOMMAVARAM RR, 2009, P 88 ANN M TRANSP RE
[6]   Influence of rest time on recovery and damage during fatigue tests on bituminous composites [J].
Breysse, D ;
De la Roche, C ;
Domec, V ;
Chauvin, JJ .
MATERIALS AND STRUCTURES, 2003, 36 (264) :648-651
[7]  
Delaporte B, 2008, PAVEMENT CRACKING: MECHANISMS, MODELING, DETECTION, TESTING AND CASE HISTORIES, P457
[8]   Bitumen surface energy characterization using a contact angle approach [J].
Hefer, Arno W. ;
Bhasin, Amit ;
Little, Dallas N. .
JOURNAL OF MATERIALS IN CIVIL ENGINEERING, 2006, 18 (06) :759-767
[9]   Fatigue and healing characterization of asphalt mixtures [J].
Kim, YR ;
Little, DN ;
Lytton, RL .
JOURNAL OF MATERIALS IN CIVIL ENGINEERING, 2003, 15 (01) :75-83
[10]  
Lee H. J., 1998, ASCE J ENG MECH, V124, P1