1 National and Local Joint Engineering Laboratory of Traffic Civil Engineering Materials, Chongqing Jiaotong University,Chongqing 400074, China 2 Henan Jiyang Expressway Construction Co., Ltd., Jiyuan 454100, China 3 Henan College of Transporation, Zhengzhou 450015, China 4 Guang’an Transportation Investment Construction and Development Group Co., Ltd., Guang’an 638500, China
Abstract: With the rapid increase of highway mileage and the increase of recycled asphalt mixture (RAP) year by year, the researchers have carried out research on the recycling technology of recycled asphalt mixture. It could be found from the research that the whole performance of recycled asphalt pavement has dropped dramatically because of the increase of the amount of recycled asphalt mixture. When it comes to the reason, virgin asphalt and aged asphalt can not be fully integrated during the regeneration of recycled asphalt mixture. On account of the increasing amount of recycled asphalt mixture, it is imperative to explore effective handling approach to recycled asphalt mixture. And it remains to be discussed about the influence of high-content RAP on the road performance of recycled asphalt pavement. It is necessary to establish a complete theoretical system about the mixture of virgin asphalt and aged asphalt in order to solve a series of regeneration problems, which could help to explore the diffusion zone and diffusion path of virgin asphalt as well as compatible penetrant in aged asphalt. Up to now, the scholars at home and abroad, on accordance with the deep-scale evolutionary thinking from macroscopic to microscopic, have carried out an analysis of the mixing efficiency of virgin asphalt and aged asphalt from macroscopic, mesoscopic, microscopic and molecular scales, and have developed theoretical models and evaluation indicators through the expansion of the study from the qualitative evaluation of partial fusion to the quantitative analysis of fusion degree. The scholars have probed into the influencing factors and diffusion mechanism of the mixture of virgin asphalt and aged asphalt by making use of the evaluation indexes such as mixing efficiency and diffusion rate, on the strength of Fick diffusion theory and molecular dynamics theory. It could be shown from the research that the factors affecting the mixing of virgin asphalt and aged asphalt include mixing temperature, mixing time as well as material parameters, in which temperature is the main factor. The researchers explored the correlation between construction parameters (RAP content, mixing temperature, mixing time) and pavement performance, which could also improve the recycling efficiency of recycled asphalt mixture. This paper not only introduces diffusion theory and model, but also summarizes research methods and corresponding evaluation indicators by means of synthesizing the research results at home and abroad. Speaking of the experimental research, it makes a detailed introduction to some technologies in the use of the mixture of virgin asphalt and aged asphalt such as molecular tracing, stratification extraction, gel permeation chromatography (GPC), Fourier transform infrared spectroscopy (FTIR) and atomic force microscopy (AFM) on the basis of the problems and deficiencies solved in the analysis and research. In consideration of the macro level of current research status, the researchers carry out a comparative analysis to determine the defects of mixing efficiency by separately making use of the rheological properties and predictive properties of recycled asphalt and recycled asphalt mixture. For this reason, researchers mostly adopt the combination of macroscopic and microscopic scale to verify the reliability of the test and also point out a lot of factors that influence the degree of the mixture of virgin asphalt and aged asphalt.
1 Antunes V, Freire A C, Neves J. Construction and Building Materials, 2019, 211, 453. 2 Zaumanis M, Mallick R B, Frank R. Resources Conservation & Recycling, 2014, 92, 230. 3 Dinis-Almeida M, Castro-Gomes J, Antunes M L. Procedia-Social and Behavioral Sciences, 2012, 53(2290),286. 4 Petho L, Denneman E. Austroads research report AP-R517-16, Sydney, Australia, 2016. 5 Silva H M R D, Oliveira J R M, Jesus C M G.Resources Conservation & Recycling, 2012, 60(3), 38. 6 Elkashef M, Williams R C. Construction and Building Materials, 2017, 151, 345. 7 Karlsson R, Isacsson U. Journal of Materials in Civil Engineering, 2003, 15(2), 157. 8 Liu Jienan, Ma Tao, Lu Chang, et al. Highway Transportation Technology (Applied Technology Edition), 2011(s1), 25(in Chinese). 刘颀楠, 马涛, 路畅, 等. 公路交通科技(应用技术版), 2011 (s1), 25. 9 Qi Wenyang,Li Lihan,Huang Yi. Journal of Building Materials,2014,17(6),1020(in Chinese). 祁文洋, 李立寒, 黄毅.建筑材料学报 2014,17(6),1020. 10 Kriz P, Grant D L, Veloza B A, et al. Road Materials and Pavement Design, 2014, 15,78. 11 Pei Yan,Xu Guanghong, Li Youguang,et al.Technology of Highway and Transport, 2013(1),38(in Chinese). 裴妍, 徐光红, 李有光. 公路交通技术, 2013(1),38. 12 Gao Fei. Diffusion mechanism and macro-micro characteristics of fresh-rap binders. Ph.D. Thesis. Harbin Institute of Technology, China,2018(in Chinese). 高飞. 新-旧沥青混合体系扩散机制及宏微观特性研究.博士学位论文,哈尔滨工业大学,2018. 13 Zhou Xinxing, Wu Shaopeng, Zhang Xiao.Materials Review A: Review Papers, 2018,32(2),483(in Chinese). 周新星, 吴少鹏, 张翛.材料导报:综述篇, 2018,32(2),483. 14 Lu Y, Wang L. International Journal of Pavement Engineering, 2010, 11(5),393. 15 Hui Yao, Qingli Dai, Zhangping You.Petroleum Science and Technology,2017,35(6),586. 16 Guo Meng.Study on the mechanism of asphalt-aggregate interface and multi-scale evaluation method. Ph.D. Thesis,Harbin Institute of Technology, China, 2016(in Chinese). 郭猛. 沥青与矿料界面作用机理及多尺度评价方法研究. 博士学位论文,哈尔滨工业大学, 2016. 17 Dong Zejiao, Liu Zhiyangg, Wang Peng, et al. Fuel, 2017,189,155. 18 Amit Bhasin, Rammohan Bommavaram, Michael L Greenfield, et al. Journal of Materialk in Civil Engineering, 2011,23(4),485. 19 Xu G, Wang H, Sun W. Construction and Building Materials, 2018, 158,1046. 20 Wang Peng, Dong Zejiao, Tan Yiqiu, et al. Journal of Highway China, 2016, 29 (3), 9(in Chinese). 王鹏, 董泽蛟, 谭忆秋,等. 中国公路学报, 2016, 29(3), 9. 21 Ding Y, Huang B, Xiang S, et al. Fuel, 2016, 174,267. 22 Chen Long, He Zhaoyi, Chen Hongbin, et al. China Journal of Highway and Transport, 2019,32(3),25(in Chinese). 陈龙,何兆益,陈宏斌,等.中国公路学报,2019,32(3),25. 23 Qin Yongchun, Huang Songchang, Xu Jian. Journal of Highway and Transportation Research and Development, 2015, 32(12),24(in Chinese). 秦永春, 黄颂昌, 徐剑. 公路交通科技, 2015, 32(12),24. 24 Wen Haifang,Zhang Kun. Transportation Research Record: Journal of the Transportation Research Board,2016, 2575,187. 25 Zhang K, Muhunthan B. Construction and Building Materials, 2017,149,679. 26 Bonaquist, Ramon. Hot Mix Asphalt Technology,2007, 12,11. 27 Shu X, Huang B. Journal of Materials in Civil Engineering, 2008, 20(8),530. 28 Ashtiani M Z, Mogawer W S, Austerman A J. Transportation Research Record: Journal of the Transportation Research Board,DOI:/0.1177/0361198118787634. 29 Mangiafico S, Sauzéat C, Di Benedetto H. Construction and Building Materials, 2019,197,454. 30 Mangiafico S, Di Benedetto H, Sauzeat C, et al. Road Materials and Pavement Design, 2013, 14,132. 31 Rinaldini E, Schuetz P, Partl MN, et al. Composites Part B: Enginee-ring, 2014, 67,579. 32 van der Kooij, Verburg J H A. In: Proceedings of the 1st Eurobitume & Eurasphalt Congress.Strasbourg, 1996. 33 Rad F Y. Estimating blending level of fresh and RAP binders in recycled hot mix asphalt. Master’s Thesis, University of Wisconsin Madison, Madison, WI,1996. 34 Carpenter S H, Wolosick J R. Transportation Research Record, 1980,777,15. 35 Mcdaniel R S, Anderson R M, et al.Recommended use of reclaimed asphalt pavement in the superpave mix design method, National Academy Press, Washington D C,2001. 36 Shirodkar P, Mehta Y, Nolan A, et al. Construction and Building Materials,2011,25(1),150. 37 Sreeram A, Leng Z, Zhang Y, et al. Construction and Building Mate-rials,2018,179,245. 38 Mohajeri M, Molenaar A A A, Ven M F C V D. Advances in Asphalt Materials, DOI:10.1016/B978-0-08-100269-8.00012-X. 39 Zhao S, Huang B, Shu X. Construction and Building Materials,2015,82,184. 40 Zhao S, Huang B, Shu X, et al. Materials & Design,2016,89,1161. 41 Cheng Zhiqiang, Chen Xianyong, Chen Huiqiang, et al.Chongqing Jiaotong University:Natural Science Edition, 2012,31(6),1149(in Chinese). 成志强, 陈先勇, 陈辉强, 等.重庆交通大学学报(自然科学版), 2012, 31(6),1149. 42 Navaro J, Bruneau D, Drouadaine I, et al. Construction & Building Materials,2012,37,135. 43 Vassaux S, Gaudefroy V, Boulangé L, et al. Journal of Cleaner Production, 2019, 215, 821. 44 Vassaux S, Gaudefroy V, Boulangé L, et al. Construction and Building Materials, 2019, 213,234. 45 Lee T C, Terrel R L, Mahoney J P. Test for efficiency of mixing of recycled asphalt paving mixtures,Transportation Research Record,USA,1983. 46 Nguyen V H. Effects of laboratory mixing methods and RAP materials on performance of hot recycled asphalt mixtures. Ph.D.Thesis,University of Nottingham, U K, 2009. 47 Davidson D D, Canessa W, Escobar S J. Recycling of substandard and deteriorated asphalt pavement-aguideline for design,AAPT,1997,pp.46. 48 Zhao Zhanli. Study on the micro state of blending of aged and virgin asphalt in recycled mixture based on tracer method. Ph.D. Thesis,South China University of Technology, China, 2016(in Chinese). 赵占立. 基于示踪法再生混合料中新旧沥青微观混合状态的研究. 博士学位论文,华南理工大学, 2016. 49 Ding Y, Huang B, Shu X. Journal of Materials in Civil Engineering, 2017, 29(12),04017243. 50 Doh Y S, Amirkhanian S N, Kim K W. Construction & Building Mate-rials, 2008, 22(6),1253. 51 Lee S J, Amirkhanian S N, Kim K W. Construction & Building Mate-rials, 2009, 23(9),3087. 52 Zhao Yalan, Chen Shuanfa. Journal of China & Foreign Highway, 2011, 31(1),13(in Chinese). 赵亚兰, 陈拴发.中外公路, 2011, 31(1),13. 53 Bowers B F, Huang B, Shu X, et al. Construction and Building Mate-rials,2014, 50,517. 54 Bowers B F, Moore J, Huang B, et al. Fuel, 2014, 135, 63. 55 Zhao S, Bowers B, Huang B, et al. Journal of Materials in Civil Engineering, 2013, 26(5), 941. 56 Zhao S, Huang B, Shu X, et al. Journal of Materials in Civil Enginee-ring,2016,28(2), 04015106. 57 Ding Y, Huang B, Shu X. Construction and Building Materials,2016, 126,172. 58 Rui Lijun. Highway Engineering, 2014 (5), 307(in Chinese). 芮丽珺. 公路工程, 2014(5),307. 59 Li Jing, Liu Yu, Zhang Xiaoning. Silicate Bulletin, 2014, 33 (6), 1275(in Chinese). 李晶, 刘宇, 张肖宁. 硅酸盐通报, 2014, 33(6),1275. 60 Liu Ben, Shen Junan, Shi Pengcheng. Highway Transportation Science and Technology, 2016, 33 (2),6(in Chinese). 刘奔, 沈菊男, 石鹏程. 公路交通科技, 2016, 33(2),6. 61 Zhou Zhigang, Yang Yinpei, Zhang Qingping, et al. Journal of Transportation Engineering, 2011 (6), 10(in Chinese). 周志刚, 杨银培, 张清平,等.交通运输工程学报, 2011(6),10. 62 Li Ping, Nian Tengfei, Wei Dingbang, et al.Journal of Huazhong University of Science and Technology (Natural Science Edition), 2018,46(2),34(in Chinese). 李萍, 念腾飞, 魏定邦. 华中科技大学学报(自然科学版), 2018,46(2),34. 63 Yang Z, Zhuang G, Wei X, et al. Applied Sciences, 2018, 8(12), 2668. 64 Xu W, Yang Z. Journal of Testing and Evaluation, 2018, 47(1),324. 65 Nahar S N,Dillingh B,Erkens S,et al.Transportation Research Record: Journal of the Transportation Research Board,DOI:10.1016/j.cognition.2005.11.007. 66 Schmets A,Kringos N,Pauli T,et al. International Journal of Pavement Engineering,2010,11(6),555. 67 Pauli A T, Grimes R W, Beemer A G, et al. International Journal of Pavement Engineering,2011,12(4),291. 68 Shen Fan, Zhao Mingyu, Lu Ji, et al. Functional Materials, 2014, 45 (21),21064(in Chinese). 沈凡, 赵明宇, 卢吉,等.功能材料, 2014, 45(21),21064. 69 Xu J, Hao P, Zhang D, et al. Construction & Building Materials, 2018, 163,390. 70 Guan Bo, Zhang Depeng, Li Yu, et al. Journal of Xi'an University of Architectue & Technology, 2017(6),919(in Chinese). 关泊, 张德鹏, 李雨,等. 西安建筑科技大学学报(自然科学版), 2017(6),919. 71 Nazzal M D, Mogawer W, Kaya S, et al. Journal of Materials in Civil Engineering, 2014, 26(7),04014019. 72 Hung A M, Fini E H. RSC Advances, 2015, 5(117),96972. 73 Shi Pengcheng,Shen Junan, Wei Wei.Highway,2019,64(3),225(in Chinese). 石鹏程,沈菊男,魏伟.公路,2019,64(3),225. 74 Al-Qadi I L, Carpenter S H, Roberts G, et al. Determination of usable residual asphalt binder in RAP,Illinois Center for Transportation (ICT),America, 2009. 75 Castorena C, Pape S, Mooney C. Transportation Research Record: Journal of the Transportation Researrch Board,2016,2574(2574),57. 76 XU Wei,Wang Xun. Highway Engineering, 2014,39(2),68(in Chinese). 徐伟,王勋.公路工程, 2014,39(2),68. 77 Ren Yongkai.Research on influence of the blending status between virgin and aged binders on pavement performance of recycled asphalt mixture with high RAP content. Master’s Thesis, Beijing University of Civil Engineering and Architecture, China,2018(in Chinese). 任永凯. 高RAP掺量下新旧沥青混溶状态对热再生沥青混合料路用性能的影响研究. 硕士学位论文,北京建筑大学, 2018. 78 Wang Xun.Research on micro-mechanism and property test of the cental plant hot recycling asphalt mixture at high RAP proportion. Master’s Thesis, South China University of Technology, China,2014. 王勋. 高比例RAP厂拌热再生沥青混合料微观机理与性能试验研究. 硕士学位论文,华南理工大学, 2014. 79 Guo P, Feng Y, Wei W, et al. Journal of Materials in Civil Engineering,2019,31(10),04019209. 80 Wei Jin.Study on Ageing and Hot mix plant recycling of old asphalt pavement. Master’s Thesis, Southeast University, China, 2015(in Chinese). 魏晋. 沥青路面老化及旧沥青路面厂拌热再生研究. 硕士学位论文,东南大学, 2015. 81 Yuan Rui. Study on the application of hot in-plant recycling with high percentage RAP. Master’s Thesis, Southeast University, China,2015(in Chinese). 袁芮. 沥青路面高掺量厂拌热再生技术研究. 硕士学位论文,东南大学, 2015. 82 Guo Peng. Research on adhesion of aggregate-asphalt and performance of warm-mixing recycled asphalt mixture pavement. Ph.D. Thesis, Chongqing Jiaotong University,China, 2014(in Chinese). 郭鹏. 温拌再生沥青混合料集料-沥青粘附特性及路用性能研究. 博士学位论文, 重庆交通大学,2014.