LOW CARBON AND ECOLOGICAL PAVEMENT MATERIALS |
|
|
|
|
|
Interface Adhesion Enhancement Principle and Pavement Performance Verification of Foamed Asphalt Cold Recycled Mixture |
ZHOU Wenyi1, YI Junyan1,*, CHEN Zhuo1,2, FENG Decheng1
|
1 School of Transportation Science & Engineering, Harbin Institute of Technology, Harbin 150090, China 2 Guangdong Provincial Planning and Design Institute Company Limited, Guangzhou 510507, China |
|
|
Abstract Foamed asphalt cold recycled technology is an effective way to regenerate asphalt mixture. To further enhance the interface adhesion of foamed asphalt cold recycled mixture, three kinds of amendments were selected to study modification of foamed asphalt cold recycled mixture. Interface adhesion enhancement principle analysis and performance verification of foamed asphalt cold recycled mixture were conducted from the point of microscopic molecular and macroscopic performance. Firstly, zinc oxide, coupling agent and anti-stripping agent were selected as amendments for foamed asphalt cold recycled mixture. Secondly, diffusion behavior and shear stress were calculated for foamed asphalt cold recycled mixture and other three modified foamed asphalt cold recycled mixture to analyze the interface adhesion enhancement principle. Finally, the macroscopic performances of the modified foamed asphalt cold recycled mixture were verified. The results show that the coupling agent has an excellent enhancement effect on foamed asphalt cold recycled mixture. The fatigue performance, low-temperature anti-cracking performance and splitting strength of the coupling agent modified foamed asphalt cold recycled mixture are improved effectively. What's more, the diffusion ability and shear stress are fantastic. The enhancement effect of the anti-stripping agent is medium. Though the shear stress of the anti-stripping agent modified foamed asphalt cold recycled mixture at high temperature is higher than that of the coupling agent, its diffusion ability is worse. From the perspective of energy variation, the enhancement effect of zinc oxide is the best, but the overall modification effect of zinc oxide is relatively general.
|
Published: 25 August 2022
Online: 2022-08-29
|
|
Fund:National Natural Science Foundation of China (51878229). |
|
|
1 Gu F, Ma W, West R C, et al. Journal of Cleaner Production, 2018, 208, 1513. 2 Ebels L J, Jenkins K. Advanced Characterization of Pavement and Soil Engineering Materials, 2007, 1, 607. 3 Ramanujam J M, Jones J D. International Journal of Pavement Enginee-ring, 2007, 8(2), 111. 4 Wacker B, Kalantari M, Diekmann M. In: Proceedings of the 9th International Conference on Maintenance and Rehabilitation of Pavements—Mairepav9. Springer, 2020, pp. 813. 5 Xiao F P, Yao S L, Wang J G, et al. Construction and Building Mate-rials, 2018, 180, 579. 6 Chen Z, Yi J Y, Zhao H, et al. Construction and Building Materials, 2021, 269, 121324. 7 Yao Q Z. Microscopic study and performance analysis of strength formation structure of foamed bitu-minous recycled mixture. Master's Thesis, Harbin Institute of Technology, China, 2018(in Chinese). 姚柒忠. 泡沫沥青再生混合料强度形成结构的微观研究及性能分析. 硕士学位论文, 哈尔滨工业大学, 2018. 8 Xu J Z. Technical performance of foamed asphalt and foamed asphalt cold recycled mix. Ph.D. Thesis, Chang'an University, China, 2007(in Chinese). 徐金枝. 泡沫沥青及泡沫沥青冷再生混合料技术性能研究. 博士学位论文, 长安大学, 2007. 9 Li Y S. Study on application performance of foamed asphalt in seasonal freezing environment. Master's Thesis, Jilin University, China, 2019(in Chinese). 李颖松. 季冻环境下泡沫沥青应用性能研究. 硕士学位论文, 吉林大学, 2019. 10 Zhao B, Shen A Q, Guo Y C, et al. Journal of China & Foreign Highway, 2018, 38(2), 252(in Chinese). 赵宾, 申爱琴, 郭寅川, 等.中外公路, 2018, 38(2), 252. 11 Academy Asphalt. The design and use of foamed bitumen treated mate-rials, Asphalt Academy Pretoria, South Africa, 2002. 12 Li Z G, Hao P W, Liu H Y, et al. Journal of Cleaner Production, 2019, 230, 956. 13 Du S W, Huang D F. Applied Mechanics and Materials,2012,178-181,1379. 14 Li Q, Wang Z B, Li Y L, et al. Construction and Building Materials, 2018, 169, 306. 15 Pitawala S, Sounthararajah A, Grenfell J, et al. Construction and Buil-ding Materials, 2019, 216, 1. 16 Iwański M M, Chomicz-Kowalska A, Maciejewski K. Materials, 2020, 13(3), 654. 17 Li X J, Gao S Z, Zhao L H, et al. Journal of Building Materials, 2021, 24(4), 874(in Chinese). 李秀君, 高世柱, 赵麟昊, 等.建筑材料学报, 2021, 24(4), 874. 18 Chomicz-Kowalska A, Iwański M M, Mrugała J. In: IOP Conference Series, Materials Science and Engineering. Korea, 2017. 19 You L Y, You Z P, Dai Q L, et al. Journal of Materials in Civil Engineering, 2018, 30(11), 4018270. 20 Li R, Pei J Z, Sun C L. Construction and Building Materials, 2015, 98, 656. 21 Segundo I R, Ferreira C, Freitas E F, et al. Construction and Building Materials, 2018, 166, 500. 22 Rocha Segundo I G D, Dias E A L, Fernandes F D P, et al. Road Materials and Pavement Design, 2019, 20(6), 1452. 23 Gao H Y, Zhang Z G. Jiangxi Chemical Industry, 2003(2), 30(in Chinese). 高红云, 张招贵.江西化工, 2003(2), 30. 24 Biagioni C, Bonaccorsi E, Merlino S, et al. Cement and Concrete Research, 2013, 49, 48. 25 Bonaccorsi E, Merlino S, Kampf A R. Journal of the American Ceramic Society, 2005, 88(3), 505. 26 Xu M. Design and performance verification of rejuvenator based on mole-cular diffusion fusion mechanism. Ph.D. Thesis, Harbin Institute of Technology, China, 2019(in Chinese). 许勐. 基于分子扩散融合机制的沥青再生剂设计与性能验证. 博士学位论文, 哈尔滨工业大学, 2019. 27 Zhang Y L, Dang Y, He P A. Computer Engineering and Applications, 2005(33), 83(in Chinese). 张宇镭, 党琰, 贺平安. 计算机工程与应用, 2005(33), 83. |
|
|
|