Journal of Jilin University(Engineering and Technology Edition) ›› 2021, Vol. 51 ›› Issue (3): 925-935.doi: 10.13229/j.cnki.jdxbgxb20200350

Previous Articles     Next Articles

Analysis of mechanical properties of asphalt mixture affected by aggregate based on grey relational degree

Yong-chun CHENG(),He LI,Li-ding LI,Hai-tao WANG,Yun-shuo BAI,Chao CHAI   

  1. College of Transportation，Jilin University，Changchun 130022，China
  • Received:2020-05-20 Online:2021-05-01 Published:2021-05-07

RICH HTML

 3   

PDF (PC)

130

Abstract:

To analyze the influence of the content of aggregate on the mechanical properties of asphalt mixture， four grades of asphalt mixtures are prepared by Superpave gyratory compactor. The cracking resistance， compression resistance， and creep properties of the four asphalt mixtures are respectively studied by splitting tests， compression tests， and creep tests at different temperatures. Then， the variations of relaxation moduli of four grades of asphalt mixtures with the loading time are deduced by convolution integral and Laplace transform， and the creep and relaxation characteristics of four grades of asphalt mixtures are fitted and analyzed by Burgers model and second-order extensive Maxwell model. Finally， according to the grey correlation degree algorithm， the correlation degree between aggregate content and mechanical properties of asphalt mixtures is calculated， and the influence of aggregate content on the mechanical properties of asphalt mixtures is analyzed. The results show that the low-temperature cracking resistance， room temperature tensile and compressive properties of asphalt mixtures are highly related to the content of aggregate with 0.15~0.3 mm and 1.18~2.36 mm， while the creep resistance at room temperature is mainly affected by aggregate with 0.6~1.18 mm and 2.36~4.75 mm. As the temperature increases， the effect of aggregate content on the creep resistance increases. The relaxation strength is greatly affected by the fine aggregate， while the relaxation time is mainly affected by the larger aggregate.

Key words: road engineering, asphalt mixture, gradation, grey correlation degree, mechanical properties, creep, relaxation

CLC Number: 

  • U414

Table 1

Technical properties of rubber asphalt"

技术指标单位规范值试验值
针入度(25 ℃、5 s、100 g)0.1 mm60~8067.9
5 ℃延度(5 cm/min)cm≥2026.8
软化点(环球法)℃≥6576.4
25 ℃弹性恢复%≥8590.3

薄膜烘箱

老化

质量变化%≤±0.80.26
残留针入度比(25 ℃)%≥6081.5
残留延度(5 ℃)cm≥1014.4

Fig.1

Test samples prepared by core drilling"

Fig.2

Gradation of asphalt mixtures"

Fig.3

Calculation of strain energy forsplitting and compression"

Fig.4

Results of low-temperature splitting test of asphalt mixture"

Fig.5

Grey relational degree between aggregate content and low-temperature performance of asphalt mixture"

Fig.6

Results of tensile and compressive failure tests of asphalt mixture at room temperature"

Fig.7

Grey relational degree between aggregate content and room- temperature performance of asphalt mixtures"

Fig.8

Variation of creep compliance of asphaltmixture with loading time at room- andhigh-temperature"

Table 2

Fitting results of creep compliance of asphalt mixture by Burgers model"

模型参数20 ℃蠕变50 ℃蠕变
ACSUPSMAOGFCACSUPSMAOGFC
E194.7087.5676.5664.0911.5402.2510.8080.444
E25.9624.5242.2951.4332.5853.9551.4750.569
η124 958.421 216.213 287.37 590.116 803.634 420.111 127.042 53.6
η2731.9425.6154.3158.1239.0358.7113.927.9
R20.994 60.986 30.990 20.991 30.971 40.962 70.974 60.964 8

Fig.9

Grey relational degree between mineral aggregate content and creep performance of asphalt mixture"

Fig.10

Variation of relaxation modulus of asphalt mixture with loading time at room- and high-temperature"

Table 3

Fitting results of relaxation modulus of asphalt mixture by second-order extensive Maxwell model"

模型参数20 ℃松弛50 ℃松弛
ACSUPSMAOGFCACSUPSMAOGFC
G14.6882.6071.6690.9940.9291.3930.5030.237
G212.9902.8457.5281.8850.4310.6210.2120.128
ρ16550.29940.48247.58579.323276.432292.231212.327070.6
ρ281.659100.0868.40857.866143.052129.117125.51468.012
R20.9920.9490.8880.9280.9730.9710.9670.956

Fig.11

Grey relational degree between mineral aggregate content and relaxation performance of asphalt mixture"

1 Mirzababaei P. Effect of zycotherm on moisture susceptibility of warm mix asphalt mixtures prepared with different aggregate types and gradations[J]. Construction and Building Materials, 2016, 116:403-412.
2 Sun Z, Wang S, Zhu G. The design method of aggregate gradation of GAC-20 modified asphalt mixture based on road performance[J]. IOP Conference Series: Materials Science and Engineering, 2018, 381:No.012060.
3 Fang M, Park D, Singuranayo J L, et al. Aggregate gradation theory, design and its impact on asphalt pavement performance: a review[J]. International Journal of Pavement Engineering,2018,20(12):1408-1424.
4 董泽蛟, 肖桂清, 龚湘兵. 级配及抗车辙剂对沥青混合料抗车辙性能的影响分析[J]. 公路交通科技, 2014, 31(2), 27-31, 46.
Dong Ze-jiao, Xiao Gui-qing, Gong Xiang-bing. Analysis on impact of gradaton and anti-rutting additive on rutting resistance of asphalt mixture[J]. Journal of Highway and Transportation Research and Development, 2014, 31(2):27-31, 46.
5 刘正伟, 郭瑞, 李萍, 等. 沥青混合料抗车辙性能的灰色理论分析[J]. 公路, 2020, 65(3):36-42.
Liu Zheng-wei, Guo Rui, Li Ping, et al. Grey theory analysis on anti-rutting property of asphalt mixture[J]. Highway, 2020, 65(3):36-42.
6 Cai X, Wu K H, Huang W K, et al. Study on the correlation between aggregate skeleton characteristics and rutting performance of asphalt mixture[J]. Construction and Building Materials, 2018, 179:294-301.
7 Garcia-Gil L,Miró R, Pérez-Jiménez F. Evaluating the role of aggregate gradation on cracking performance of asphalt concrete for thin overlays[J]. Applied Sciences, 2019, 9(4):1-13.
8 刘贵应, 毛中川, 郭泽宇, 等. 级配对结构层沥青混合料路用性能影响试验研究[J]. 公路, 2019, 64(5):219-225.
Liu Gui-ying, Mao Zhong-chuan, Guo Ze-yu, et al. Experimental study on aggregate gradation influence on the performance-related properties of structural-layer asphalt mixtures[J]. Highway, 2019, 64(5):219-225.
9 Sreedhar S, Coleri E. Effects of binder content, density, gradation, and polymer modification on cracking and rutting resistance of asphalt mixtures used in oregon[J]. Journal of Materials in Civil Engineering, 2018, 30(11):No.04018298.
10 Kuity A, Das A. Effect of filler gradation on creep response of asphalt mix[J]. Road Materials and Pavement Design, 2017, 18(4):913-928.
11 Wang X, Gu X, Jiang J, et al. Experimental analysis of skeleton strength of porous asphalt mixtures[J]. Construction and Building Materials, 2018, 171:13-21.
12 Zhang Y, Luo X, Onifade I, al et, Mechanical evaluation of aggregate gradation to characterize load carrying capacity and rutting resistance of asphalt mixtures[J]. Construction and Building Materials, 2019, 205:499-510.
13 ―2011. 公路工程沥青及沥青混合料试验规程[S].
14 Al-Khateeb G G, Khedaywi T S, Obaidat T I A S, et al. Laboratory study for comparing rutting performance of limestone and basalt superpave asphalt mixtures[J]. Journal of Materials in Civil Engineering, 2013, 25(1):21-29.
15 朱春凤, 程永春, 梁春雨, 等. 硅藻土-玄武岩纤维复合改性沥青混合料路用性能试验[J]. 吉林大学学报:工学版, 2020, 50(1):165-173.
Zhu Chun-feng, Cheng Yong-chun, Liang Chun-yu, et al. Road performance experiment of diatomite-basalt fiber composite modified asphalt mixture[J]. Journal of Jilin University(Engineering and Technology Edition), 2020, 50(1):165-173.
16 Al-Omari A A, Khasawneh M A, Al-Rousan T M, et al. Static creep of modified superpave asphalt concrete mixtures using crumb tire rubber, microcrystalline synthetic wax, and nano-silica[J]. International Journal of Pavement Engineering, 2019,22:No.1646913.
17 栗培龙, 张争奇, 王秉纲. 沥青混合料高温蠕变变形行为及机理[J]. 建筑材料学报, 2012, 15(3):422-426.
Li Pei-long, Zhang Zheng-qi, Wang Bing-gang. High-temperature creep deformation behavior and its mechanism of asphalt mixture[J]. Journal of Building Materials, 2012, 15(3):422-426.
18 Cheng Y, Li H, Li L, et al. Viscoelastic properties of asphalt mixtures with different modifiers at different temperatures based on static creep tests[J]. Applied Sciences, 2019, 9(20):No.4246.
19 Chen S Q, Wang D S, Yi J. Y,et al. Implement the Laplace transform to convert viscoelastic functions of asphalt mixtures[J]. Construction and Building Materials, 2019, 203:633-641.
20 Cheng Y C, Li L D, Zhou P L, et al. Multi-objective optimization design and test of compound diatomite and basalt fiber asphalt mixture[J]. Materials, 2019, 12(9):No.1461.
21 刘世豪, 叶文华, 陈蔚芳, 等. 基于正交试验法和灰色关联的机床主轴箱优化设计[J]. 振动与冲击, 2011, 30(7):127-132.
Liu Shi-hao, Ye Wen-hua, Chen Wei-fang, et al. Optimization design for headstock of machine tool based on orthogonal experimental method and grey relational analysis[J]. Journal of Vibration and Shock, 2011, 30(7):127-132.
22 田莉, 胡霞光, 刘玉, 等. 沥青玛蹄脂粘弹性模型参数分段线性拟合法[J]. 交通运输工程学报, 2007, 7(3):66-69.
Tian Li, Hu Xia-guang, Liu Yu, et al. Sectioned linear fitting method of parameters for asphalt mastics viscoelastic Burgers model[J]. Journal of Traffic and Transportation Engineering, 2007, 7(3):66-69.
23 Huang W, Guo W, Wei Y. Thermal effect on rheological properties of epoxy asphalt mixture and stress prediction for bridge deck paving[J]. Journal of Materials in Civil Engineering, 2019, 31(10):No.04019222.
[1] 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.
[2] 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.
[3] 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.
[4] Bao-feng YUAN,Cheng-en WANG,Meng ZOU,Ya-fang LIU,Yun-cheng LIN,Yang JIA,Bai-chao CHEN,Jing-fu JIN. Design active suspension system and creeping control strategy for mars rover of China [J]. Journal of Jilin University(Engineering and Technology Edition), 2021, 51(1): 154-162.
[5] Jin-guo WANG,Zhi-qiang WANG,Shuai REN,Rui-fang YAN,Kai HUANG,Jin GUO. Effect of Ti addition on microstructure and mechanical properties of ductile iron [J]. Journal of Jilin University(Engineering and Technology Edition), 2020, 50(5): 1653-1662.
[6] Hong-liang XIANG,Sheng-tao CHEN,Li-ping DENG,Wei ZHANG,Tu-sheng ZHAN. Microstructure and properties of microalloying 2205 duplex stainless steel [J]. Journal of Jilin University(Engineering and Technology Edition), 2020, 50(5): 1645-1652.
[7] Ming LI,Hao-ran WANG,Wei-jian ZHAO. Experimental of loading-bearing capacity of one-way laminated slab with shear keys [J]. Journal of Jilin University(Engineering and Technology Edition), 2020, 50(2): 654-667.
[8] 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.
[9] 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.
[10] Ying WANG,Ping LI,Teng-fei NIAN,Ji-bin JIANG. Short-term water damage characteristics of asphalt mixture based on dynamic water scour effect [J]. Journal of Jilin University(Engineering and Technology Edition), 2020, 50(1): 174-182.
[11] Chun-feng ZHU,Yong-chun CHENG,Chun-yu LIANG,Bo XIAO. Road performance experiment of diatomite⁃basalt fiber composite modified asphalt mixture [J]. Journal of Jilin University(Engineering and Technology Edition), 2020, 50(1): 165-173.
[12] Ping WAN,Chao-zhong WU,Xiao-feng MA. Discriminating threshold of driving anger intensity based on driving behavior features by ROC curve analysis [J]. Journal of Jilin University(Engineering and Technology Edition), 2020, 50(1): 121-131.
[13] Rui XIONG,Ning QIAO,Ci CHU,Fa YANG,Bo-wen GUAN,Yan-ping SHENG,Dong-yu NIU. Investigation on low-temperature rheology and adhesion properties of salt-doped asphalt mortars [J]. Journal of Jilin University(Engineering and Technology Edition), 2020, 50(1): 183-190.
[14] Sheng-tong DI,Chao JIA,Wei-guo QIAO,Kang LI,Kai TONG. Loading rate effect of meso⁃damage characteristics of crumb rubber concrete [J]. Journal of Jilin University(Engineering and Technology Edition), 2019, 49(6): 1900-1910.
[15] Ming LI,Hao-ran WANG,Wei-jian ZHAO. Mechanical properties of laminated slab with shear keys [J]. Journal of Jilin University(Engineering and Technology Edition), 2019, 49(5): 1509-1520.
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