Aging mechanism of hot-poured sealants for asphalt pavement under natural environmental exposure

被引:22
作者
Cao, Liping [1 ]
Yang, Chen [1 ]
Dong, Zejiao [1 ]
Wang, Weijun [1 ]
Yin, Huiming [2 ]
机构
[1] Harbin Inst Technol, Sch Transportat Sci & Engn, Harbin, Peoples R China
[2] Columbia Univ, Dept Civil Engn & Engn Mech, New York, NY 10027 USA
基金
中国国家自然科学基金;
关键词
Hot-poured sealant; natural exposure; aging characteristic; microscopic composition; performance difference; CRACK SEALANT; TEMPERATURE; PERFORMANCE; BINDER; JOINT;
D O I
10.1080/10298436.2020.1736296
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Extended exposure of crack sealant to the natural environment causes a gradual degradation of its properties owing to aging with complex mechanisms. Two types of sealants were directly exposed to natural environment to investigate the aging effects on the sealant properties. In comparison with the original sealant, the surface of the aged sealant gradually hardened, embrittled, and darkened, while numerous cracks with different depths and widths appeared during aging. Fourier transform infrared spectroscopy, confocal laser scanning microscopy, differential scanning calorimetry, and three conventional properties of sealants were employed to discuss the micro- and macro-performance differences and mechanism before and after three-month-aging. Experimental programme results show that age-conditioned sealants cause a clear increase in sulphoxide and carbonyl compared with the unconditioned ones. During the aging process, the polymer particles degraded, and the base asphalt in the sealant has undergone fateful aging. The endothermic peak values of sealants in the differential scanning calorimetric curves become wide, particularly two endothermic peaks are observed after aging. This phenomenon suggests that the sealant properties become unstable after aging. Cone penetration dramatically declines while the softening point increases after aging. The two sealants are in the glass state under the low-temperature tensile test environment after aging.
引用
收藏
页码:197 / 206
页数:10
相关论文
共 33 条
[1]  
Al-Qadi I.L., 2003, B55085 NAT RES COUNC
[2]  
Al-Qadi I.L., 2009, 09CR7 FHWAVTRC
[3]  
[Anonymous], 7402015 JTT MIN TRAN
[4]  
[Anonymous], E202011 JTG MIN TRAN
[5]   Direct observation of the asphaltene structure in paving-grade bitumen using confocal laser-scanning microscopy [J].
Bearsley, S ;
Forbes, A ;
Haverkamp, RG .
JOURNAL OF MICROSCOPY, 2004, 215 :149-155
[6]  
Cao L., 2014, 93 ANN M TRANSP RES
[7]   Evaluation of crack sealant adhesion properties under complex service ambient conditions based on the weak boundary layer (WBL) theory [J].
Cao, Liping ;
Yang, Chen ;
Dong, Zejiao ;
Nonde, Lushinga .
CONSTRUCTION AND BUILDING MATERIALS, 2019, 200 :293-300
[8]   Using Thermal Analytical Techniques To Study Rejuvenators and Rejuvenated Reclaimed Asphalt Pavement Binders [J].
Elkashef, Mohamed ;
Jones, David ;
Jiao, Liya ;
Williams, R. Christopher ;
Harvey, John .
ENERGY & FUELS, 2019, 33 (04) :2651-2658
[9]  
Fini Ellie, 2011, American Journal of Engineering and Applied Sciences, V4, P124, DOI 10.3844/ajeassp.2011.124.129
[10]   Impact of Crack Sealant on Pavement Skid Resistance [J].
Fried, Andrew ;
Malladi, Haritha ;
Castorena, Cassie .
TRANSPORTATION RESEARCH RECORD, 2019, 2673 (07) :362-370