Investigation of thermal asphalt mastic and mixture to repair potholes

被引:27
|
作者
Li, Jiusu [1 ]
Liu, Jianfang [1 ]
Zhang, Wenbo [2 ]
Liu, Guanlan [3 ]
Dai, Lingchun [1 ]
机构
[1] Changsha Univ Sci & Technol, Sch Traff & Transportat Engn, Changsha 410114, Hunan, Peoples R China
[2] JSTI Grp Hunan Engn Survey & Design Co Ltd, Changsha 410000, Hunan, Peoples R China
[3] Norse Veritas, Dublin, OH 43017 USA
关键词
Pothole repair; Thermal asphalt mortar; Thermal asphalt mixture; CONDUCTIVITY; MECHANISM; POLYMER;
D O I
10.1016/j.conbuildmat.2018.12.153
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Asphalt pavements maintenance is a critical infrastructure issue. This paper reports on a high thermal conductivity asphalt pavement mastic and mixture. Thermal asphalt mortar (ThAM) produced with asphalt, silicon-carbide (SiC) powder in the presence, and absence, of styrene-butadiene styrene (SBS), was evaluated. Optimal SBS and SiC proportions were determined by optimization and the balance of viscosity, ductility, and temperature stability. The results indicated that SBS and SiC optimum contents were 5% and 10%, respectively. The corresponding penetration (25 degrees C), ductility (5 degrees C), and softening point were 44 dmm, 380 mm and 78 degrees C, respectively. Heat absorption rates for both thermal asphalt (ThA) and traditional asphalt (TrA) were tested and compared. It showed that temperature differences up to 30 degrees C. Two types of thermal asphalt concrete (ThAC), blending with iron powder or not, were prepared. ThAC performance was systematically evaluated. The dynamic stability achieved 5872 times/mm, whereas the low temperature bending stiffness modulus was 5505 MPa, indicating both the rutting resistance and cracking resistance favorable. The most unfavorable load position was analyzed using a node tracking method, Bond strength was five times of the maximum shear stress. ThAC and TrA mix thermal conductivities were compared. ThAC thermal conductivity was 19.642 W/(m-K), which was four times that of the TrA mix. (C) 2018 Elsevier Ltd. All rights reserved.
引用
收藏
页码:286 / 294
页数:9
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