Journal of Jilin University(Engineering and Technology Edition) ›› 2022, Vol. 52 ›› Issue (6): 1386-1393.doi: 10.13229/j.cnki.jdxbgxb20210019

Previous Articles    

Local temperature field and healing level of crack in conductive asphalt and mixture

Qing-lin GUO1(),Qiang LIU1,Chun-li WU2(),Li-li LI1,Yi-ming LI1,Fu-chun LIU1   

  1. 1.School of Civil Engineering，Hebei University of Engineering，Handan 056038，China
    2.College of Transportation，Jilin University，Changchun 130022，China
  • Received:2021-01-09 Online:2022-06-01 Published:2022-06-02
  • Contact: Chun-li WU E-mail:guoql@hebeu.edu.cn;clwu@jlu.edu.cn

RICH HTML

 3   

PDF (PC)

68

Abstract:

In order to explore the conductive heating characteristics of conductive asphalt and mixture near the crack， conductive asphalt and mixture with different proportions were prepared and the conductive healing test was conducted. An infrared camera was used to measure the temperature field around the crack. Digital image processing technology was used to quantitatively analyze the healing level of conductive asphalt. The repeated healing properties of asphalt mixture were analyzed. Results show that the temperature of conductive asphalt and mixture both linearly increase with the charging time. There is an exponential function relationship between the heating rate and electrical resistivity. The temperature of the area near the crack of conductive asphalt and mixture is notably higher than that of others， and the local temperature rise obviously. The local high temperature is conducive to realize the target healing of cracks. The repeated healing index of asphalt mixture gradually decreases with the increasing of fracture cycles. The healing temperature and electrifying time have significant effects on the healing index. The ratio of resistivity before and after healing can be used to estimate the healing level of conductive asphalt mixture.

Key words: road engineering, conductive asphalt binder, conductive asphalt concrete, cracks, temperature field, healing level

CLC Number: 

  • U416.217

Table 1

Properties of AH-70# asphalt"

技术指标试验结果规范要求
针入度/（0.1 mm）6860~80
软化点/℃48>45
延度（15 ℃）/cm>100>100

Table 2

Properties of carbon fiber"

性能指标实测值
线密度/（g?m-1）0.8
抗拉强度/MPa>3500
碳含量/%>95
电阻率/（Ω?m）9.785×10-5

Table 3

Properties of graphite"

指标实测值
密度/（g?cm-3）2.15
形状鳞片状
固定碳/%98.6
水分/%0.36
挥发分/%0.36

Fig.1

Image processing of crack healing"

Fig.2

Temperature rising curves of conductive asphalt binder and mixture"

Fig.3

Correlation between heating rate and electrical resistivity of conductive binder and mixture"

Fig.4

Temperature field of asphalt binderaround crack"

Fig.5

Temperature field of conductive asphaltmixture around crack"

Fig.6

Healing index of binder specimens withdifferent proportions"

Fig.7

Healing index of asphalt mixture underdifferent conditions"

Fig.8

Repeated healing index of conductive asphalt mixture"

Fig.9

Relationship between healing level and resistivity ratio before and after healing"

1 Garcia A, Schlangen E, van de Ven M. Two ways of closing cracks on asphalt concrete pavements: microcapsules and induction heating[J]. Key Engineering Materials, 2009, 417-418: 573-576.
2 Garcia A, Schlangen E, van de Ven M, et al. Induction heating of mastic containing conductive fibers and fillers[J]. Materials and Structures, 2011, 44(2): 499-508.
3 Garcia A, Bueno M, Norambuena-Contreras J, et al. Induction healing of dense asphalt concrete[J]. Construction and Building Materials, 2013, 49: 1-7.
4 Sun Yi-han, Wu Shao-peng, Liu Quan-tao, et al. Self-healing performance of asphalt mixtures through heating fibers or aggregate[J]. Construction and Building Materials, 2017, 150: 673-680.
5 Liu Q T, Garcia A, Schlangen E, et al. Induction healing of asphalt mastic and porous asphalt concrete[J]. Construction and Building Materials, 2011, 25(9): 3746-3752.
6 Wang Z G, Dai Q L, Porter D, et al. Investigation of microwave healing performance of electrically conductive carbon fiber modified asphalt mixture beams[J]. Construction & Building Materials, 2016, 126: 1012-1019.
7 张永健, 袁玉卿, 杨玲. 矮寨特大桥融雪防冰电发热沥青混凝土试验研究[J]. 中外公路, 2011, 31(6): 29-32.
Zhang Yong-jian, Yuan Yu-qing, Yang Ling. Experimental study on snow-melting and anti-icing electric heating asphalt concrete for Aizhai Bridge[J]. Journal of China & Foreign Highway, 2011, 31(6): 29-32.
8 Arabzadeh A, Notani M A, Zadeh A K, et al. Electrically conductive asphalt concrete: an alternative for automating the winter maintenance operations of transportation infrastructure[J]. Composites Part B: Engineering, 2019, 173: No. 106985.
9 Arabzadeh A, Ceylan H, Kim S, et al. Electrically-conductive asphalt mastic: temperature dependence and heating efficiency[J]. Materials and Design, 2018, 157: 303-313.
10 刘志胜, 武胜兵, 刘鹏飞, 等. 导电沥青混凝土及其功能特性研究进展[J].材料导报, 2017, 31(): 374-378, 387.
Liu Zhi-sheng, Wu Sheng-bing, Liu Peng-fei, et al. review on functional features of conductive asphalt concrete[J]. Materials Review, 2017, 31(Sup.1): 374-378, 387.
11 姚占勇, 韩杰, 商庆森, 等. 碳纤维石墨导电沥青砂浆压敏性能研究[J]. 山东大学学报: 工学版, 2013, 43(1): 80-85.
Yao Zhan-yong, Han Jie, Shang Qing-sen, et al. Research on pressure sensitivity of the conductive asphalt mortar with carbon fiber and graphite powders[J]. Journal of Shandong University (Engineering Science), 2013, 43(1): 80-85.
12 匡希龙, 刘俊, 吴刚, 等. 嵌入式导电沥青混凝土路面结构热效应特性研究[J]. 公路工程, 2015, 40(2): 147-149, 154.
Kuang Xi-long, Liu Jun, Wu Gang, et al. Research of thermal effects on embedded electrically asphalt conductive concrete pavement[J]. Highway Engineering, 2015, 40(2): 147-149, 154.
13 谭忆秋, 刘凯, 王英园. 碳纤维/石墨烯导电沥青混凝土的非线性伏安特性[J]. 建筑材料学报, 2019, 22(2): 278-283.
Tan Yi-qiu, Liu Kai, Wang Ying-yuan. Nonlinear voltammetric characteristics of carbon fiber/graphene conductive asphalt concrete[J]. Journal of Building Materials, 2019, 22(2): 278-283.
14 胡天文, 霍海峰, 张佩浩, 等. 碳纤维沥青混凝土导电特性研究[J]. 新型建筑材料, 2017, 44(10): 58-61, 80.
Hu Tian-wen, Huo Hai-feng, Zhang Pei-hao, et al. Conductive characteristic research of carbon fiber asphalt concrete[J]. New Building Materials, 2017, 44(10): 58-61, 80.
15 叶家军, 吴学伟, 丁庆军, 等. 导电沥青混合料导电机理及电热性能研究[J].武汉理工大学学报, 2009, 31(9): 16-20.
Ye Jia-jun, Wu Xue-wei, Ding Qing-jun, et al. Electrically conductive mechanism and electrothermal performance of conductive asphalt mixtures[J]. Journal of Wuhan University of Technology, 2009, 31(9): 16-20.
16 . 公路沥青路面施工技术规范 [S].
17 Al-Balbissi A H. A comparative analysis of the fracture and fatigue properties of asphalt concrete and sulphlex[D]. Texas: Texas A&M University, 1983.
[1] Yu-quan YAO,Jian-gang YANG,Jie GAO,Liang SONG. Optimal design on recycled hot⁃mix asphalt mixture based on performance⁃cost model [J]. Journal of Jilin University(Engineering and Technology Edition), 2022, 52(3): 585-595.
[2] Quan-ping XIA,Jiang-ping GAO,Hao-yuan LUO,Qi-gong ZHANG,Zhi-jie LI,Fei YANG. Low⁃temperature performance of composite modified hard asphalt used in high modulus asphalt concrete [J]. Journal of Jilin University(Engineering and Technology Edition), 2022, 52(3): 541-549.
[3] Wu-ping RAN,Hui-min CHEN,Ling LI,Li-qun FENG. Evolution law and model estimation and modification of resilience modulus of coarse grained soil subgrade under wet and dry cycle [J]. Journal of Jilin University(Engineering and Technology Edition), 2021, 51(6): 2079-2086.
[4] Wei-zhi DONG,Shuang ZHANG,Fu ZHU. Evaluation of pavement performance of asphalt mixture based on extension analytic hierarchy process [J]. Journal of Jilin University(Engineering and Technology Edition), 2021, 51(6): 2137-2143.
[5] Zhe-pu XU,Qun YANG. Short⁃term maintenance operation start time optimization based on real⁃time traffic map data [J]. Journal of Jilin University(Engineering and Technology Edition), 2021, 51(5): 1763-1774.
[6] Chang-ping WEN,Huan-xia REN. Constitutive relation with double yield surfaces of bioenzyme⁃treated expansive soil based on Lade model [J]. Journal of Jilin University(Engineering and Technology Edition), 2021, 51(5): 1716-1723.
[7] Ying-xin HUI,Xiao-rong SUN,Hong-yu WANG,Chen GAO. Effect of hydration heat temperature and cracking mechanism of beam end in early stage of T⁃beam [J]. Journal of Jilin University(Engineering and Technology Edition), 2021, 51(5): 1734-1741.
[8] Yuan-yuan WANG,Lu SUN,Wei-dong LIU,Jin-shun XUE. Constraint improvement of binocular reconstruction algorithm used to measure pavement three-dimensional texture [J]. Journal of Jilin University(Engineering and Technology Edition), 2021, 51(4): 1342-1348.
[9] Yong PENG,Han-duo YANG,Xue-yuan LU,Yan-wei LI. Effect of void characteristics on virtual shear fatigue life of asphalt mixtures using discrete element method [J]. Journal of Jilin University(Engineering and Technology Edition), 2021, 51(3): 956-964.
[10] Wei-gang ZHU,Chao ZHU,Ya-qiu ZHANG,Hai-bin WEI. Construction and quality evaluation of digital elevation model based on convolution grid surface fitting algorithm [J]. Journal of Jilin University(Engineering and Technology Edition), 2021, 51(3): 1073-1080.
[11] Yong-chun CHENG,He LI,Li-ding LI,Hai-tao WANG,Yun-shuo BAI,Chao CHAI. Analysis of mechanical properties of asphalt mixture affected by aggregate based on grey relational degree [J]. Journal of Jilin University(Engineering and Technology Edition), 2021, 51(3): 925-935.
[12] Ya-feng GONG,Yun-ze PANG,Bo WANG,Guo-jin TAN,Hai-peng BI. Mechanical properties of new prefabricated box culvert structure based on road conditions in Jilin Province [J]. Journal of Jilin University(Engineering and Technology Edition), 2021, 51(3): 917-924.
[13] En-hui YANG,Jia-qiu XU,You-zhi TANG,Ao LI,Yan-jun QIU. Effect of warm mixing agents on fracture and aging properties of asphalt [J]. Journal of Jilin University(Engineering and Technology Edition), 2021, 51(2): 604-610.
[14] Wen-ting DAI,Ze-hua SI,Zhen WANG,Qi WANG. Test on road performance of soils stabilized by sisal fiber and ionic soil stabilizer with cement [J]. Journal of Jilin University(Engineering and Technology Edition), 2020, 50(2): 589-593.
[15] Yu FANG,Li-jun SUN. Urban bridge performance decay model based on survival analysis [J]. Journal of Jilin University(Engineering and Technology Edition), 2020, 50(2): 557-564.
Viewed
Full text


Abstract

Cited
  Shared   
  Discussed   
No Suggested Reading articles found!
Copyright © Journal of Jilin University(Engineering and Technology Edition), All Rights Reserved.
Tel: +86-431-85095297　Fax: +86-431-85094074　E-mail: xbgxb@jlu.edu.cn
Powered by Beijing Magtech Co. Ltd