吉林大学学报(工学版) ›› 2018, Vol. 48 ›› Issue (4): 1045-1054.doi: 10.13229/j.cnki.jdxbgxb20170802

• • 上一篇    下一篇

冻融循环下沥青特征官能团含量与流变参数灰熵分析及微观形貌

念腾飞, 李萍, 林梅   

  1. 兰州理工大学 土木工程学院,兰州 730050
  • 收稿日期:2017-08-01 出版日期:2018-07-01 发布日期:2018-07-01
  • 通讯作者: 李萍(1972-),女,教授,博士生导师.研究方向:道路建筑材料.E-mail:lzlgliping@126.com
  • 作者简介:念腾飞(1989-),男,博士研究生.研究方向:道路建筑材料.E-mail:tengfeinian@163.com
  • 基金资助:
    国家自然科学基金项目(51668041); 甘肃省科技支撑项目(1504GKCA031); 甘肃省高校科研项目(04-055002).

Micro-morphology and gray entropy analysis of asphalt characteristics functional groups and rheological parameters under freeze-thaw cycles

NIAN Teng-fei, LI Ping, LIN Mei   

  1. School of Civil Engineering, Lanzhou University of Technology, Lanzhou 730050, China
  • Received:2017-08-01 Online:2018-07-01 Published:2018-07-01

摘要: 为了更好地将沥青化学组分变化与沥青路用性能联系起来,提高寒区沥青路面的耐久性。本文联合傅里叶变换红外光谱(FTIR)和动态剪切流变(DSR)测试技术,基于灰色关联熵分析数学模型,探讨了冻融循环下沥青流变特性参数和特征官能团含量的变化情况及其关联程度,结合扫描电子显微镜(SEM)表征了冻融循环前、后沥青结构的微观形貌变化情况。研究结果表明:沥青在冻融循环下,发生了水-温老化反应;不同冻融循环次数下,沥青FTIR谱图中亚砜基与羰基呈现出明显增大的趋势、沥青复数剪切模量对数值随温度的升高呈现出负线性增长的趋势、相位角随温度的升高呈现线性增长的趋势、抗车辙因子随温度的升高呈现指数衰减的趋势;沥青化学组分变化对流变特性参数影响程度由大到小的排序为:羰基、芳香族化合物、非对称脂肪族化物、脂肪族化物、亚砜基;基质沥青经过水冻融循环后,沥青膜结构出现明显的褶皱和絮状区。

关键词: 道路工程, 冻融循环, 沥青, 特征官能团, 流变特性参数, 灰熵分析, 微观形貌

Abstract: In order to better link the chemical analysis with the pavement performance of asphalt binders, improve the durability of asphalt pavement in cold areas, Fourier Transform Infrared Spectroscopy (FTIR) and Dynamic Shear Rheological (DSR) test were used to analyze the changes of asphalt rheological parameters and characteristic functional groups under freeze-thaw cycles. The relationship between the rheological properties and the content of characteristic functional groups of asphalt was discussed based on gray relational entropy analysis model. The microstructure of the asphalt before and after the freeze-thaw cycle was characterized by Scanning Electron Microscopy (SEM). Results show that water-temperature aging reaction occurs in the asphalt during the freeze-thaw cycles. Under different freeze-thaw cycles, the sulfoxide and carbonyl groups in the asphalt FTIR spectrum show a significant increase. The logarithm of asphalt complex modulus has a negative growth relationship with the increase in temperature. The phase angle changes linearly with the temperature. The rutting factor exhibits and exponential decay pattern with temperature. The asphalt chemical compositions influence the rheological properties in the order carbonyl,asymmetric aliphatic,sulfoxide. The asphalt film structure appears obvious folds and flocculent areas after water freeze-thaw cycles.

Key words: road engineering, freeze-thaw cycles, asphalt, characteristic functional group, rheological parameters, gray entropy analysis, micro-morphology

中图分类号: 

  • U414.1
[1] 刘能源,颜可珍,胡迎斌,等. 基于横观各向同性的沥青路面加铺层力学分析[J]. 湖南大学学报:自然科学版,2017,44(5):96-103.
Liu Neng-yuan, Yan Ke-zhen, Hu Ying-bin,et al.Mechanical analysis of asphalt concrete overlay over old asphalt pavements considering cross-anisotropy properties[J]. Journal of Hunan University (Natural Sciences),2017,44(5):96-103.
[2] 裴建中,贾彦顺,张久鹏,等. 沥青路面结构可靠度的研究进展及展望[J]. 中国公路学报,2016,29(1):1-15.
Pei Jian-zhong, Jia Yan-shun, Zhang Jiu-peng, et al.Research progress and future development for reliability of asphalt pavement structure[J]. China Journal of Highway and Transport,2016,29(1):1-15.
[3] Mousavi M, Pahlavan F, Oldham D, et al.Multiscale investigation of oxidative aging in biomodified asphalt binder[J]. The Journal of Physical Chemistry C, 2016, 120(31):17224-17233.
[4] Ruan Y, Davison R R, Glover C J.Oxidation and viscosity hardening of polymer-modified asphalts[J]. Energy & Fuels,2003,17(4):991-998.
[5] 崔亚楠,邢永明,王岚,等. 复合胶粉改性沥青的微观结构与流变特性[J]. 高分子材料科学与工程, 2012, 28(2):41-44.
Cui Ya-nan, Xing Yong-ming, Wang Lan, et al.Micro-structure and rheological behavior of composite crumb rubber modified asphalt[J]. Polymer Materials Science & Engineering,2012, 28(2):41-44.
[6] Mallick R B, Brown E R.An evaluation of superpave binder aging methods[J]. International Journal of Pavement Engineering, 2014, 5(1):9-18.
[7] Yut I, Zofka A.Correlation between rheology and chemical composition of aged polymer-modified asphalts[J]. Construction & Building Materials,2014, 62:109-17.
[8] 侯伟. 基于灰熵法的沥青混合料低温抗裂性能影响因素研究[J]. 重庆交通大学学报:自然科学版, 2010, 29(6):904-906,1001.
Hou Wei.Research on influencing factors of low-temperature crack resistance of asphalt mixture based on grey correlation entropy method[J]. Journal of Chongqing Jiaotong University (Natural Science), 2010, 29(6): 904-906,1001.
[9] 蒋建国,张学磊,刘小明,等. 导电沥青混凝土路用性能影响因素的灰关联分析[J]. 铁道科学与工程学报,2015,12(4):784-789.
Jiang Jian-guo, Zhang Xue-lei, Liu Xiao-ming, et al.Grey relational analysis of influencing factors on pavement performance of conductive asphalt concrete[J]. Journal of Railway Science and Engineering,2015, 12(4):784-789.
[10] 应荣华,侯昭光,庞海峰. 细集料粒径对沥青砂浆黏弹性参数影响程度的灰熵分析[J]. 重庆交通大学学报:自然科学版, 2010, 29(3):398-402.
Ying Rong-hua, Hou Zhao-guang, Pang Hai-feng.Influence of fine aggregate particle size on viscoelastic parameters of asphalt mortar by gray entropy method[J]. Journal of Chongqing Jiaotong University (Natural Science), 2010, 29(3): 398-402.
[11] 张久鹏,黄晓明,马涛. 沥青混合料高温稳定性影响因素的灰关联熵分析[J]. 交通运输工程与信息学报,2008, 6(2):51-55.
Zhang Jiu-peng, Huang Xiao-ming, Ma Tao.Effect factor analysis of asphalt mixture rut-resistance property with grey relation entropy method[J]. Journal of Transportation Engineering and Information,2008, 6(2):51-55.
[12] 李秀君,张永平,许光孝,等. 基于灰熵关联法的泡沫沥青二次冷再生混合料粗集料矿料间隙率影响因素分析[J]. 水资源与水工程学报,2016, 27(5):180-184.
Li Xiu-jun, Zhang Yong-ping, Xu Guang-xiao, et al.Factors of impacting gap rate of coarse aggregate of foamed asphalt secondary cold recycled mixture based on grey correlation entropy method[J]. Journal of Water Resources&Water Engineering,2016, 27(5):180-184.
[13] Abdullah M E, Zamhari K A, Buhari R, et al. Short term and long term aging effects of asphalt binder modified with montmorillonite[J]. Key Engineering Materials, 2013, 594-595:996-1002.
[14] AASHTO. Standard method of test for determining the rheological properties of asphalt binder using a dynamic shear rheometer (DSR)[S]. 2012.
[15] 丁锐,桂泰江,蒋建明,等. 应用拉普拉斯变换和留数法求解常见非稳态扩散情况下的菲克定律[J]. 数学的实践与认识, 2017, 47(1):271-279.
Ding Rui, Gui Tai-jiang, Jiang Jian-ming, et al.Solution of fick's second law in the case of common diffusion[J]. Mathematics in Practice and Theory, 2017, 47(1):271-279.
[16] 韩吉伟,崔亚楠,李震,等. 改性沥青微观结构及低温性能的研究[J]. 功能材料, 2017, 48(2):2140-2143.
Han Ji-wei, Cui Ya-nan, Li Zhen, et al.Research on microstructure and low temperature performance of modified asphalt[J]. Journal of Functional Materials, 2017, 48(2): 2140-2143.
[17] Nian T F, Li P, Mao Y, et al.Connections between chemical composition and rheology of aged base asphalt binders during repeated freeze-thaw cycles[J]. Construction and Building Materials, 2018, 159: 338-350.
[18] Mikhailenko P, Bertron A, Ringot E.Methods for analyzing the chemical mechanisms of bitumen aging and rejuvenation with FTIR spectrometry[C]∥The 8th RILEM International Symposium on Testing and Characterization of Sustainable and Innovative Bituminous Materials, Ancona, Italy,2015:1-13.
[19] Hamzah M, Yee T, Golchin B, et al.Use of imaging technique and direct tensile test to evaluate moisture damage properties of warm mix asphalt using response surface method[J]. Construction and Building Materials, 2017, 132:323-334.
[20] 陈华鑫,陈拴发,王秉纲. 基质沥青老化行为与老化机理[J]. 山东大学学报:工学版,2009,39(2):125-130.
Chen Hua-xin, Chen Shuan-fa, Wang Bing-gang.The aging behavior and mechanism of base asphalts[J]. Journal of Shandong University (Engineering Science),2009,39(2):125-130.
[21] 崔亚楠,韩吉伟,冯蕾,等. 盐冻循环条件下改性沥青微细观结构[J]. 吉林大学学报:工学版, 2017, 47(2):452-458.
Cui Ya-nan, Han Ji-wei, Feng Lei, et al.Microstructure of asphalt under salt freezing cycles[J]. Journal of Jilin University (Engineering and Technology Edition), 2017, 47(2): 452-458.
[1] 李伊,刘黎萍,孙立军. 沥青面层不同深度车辙等效温度预估模型[J]. 吉林大学学报(工学版), 2018, 48(6): 1703-1711.
[2] 臧国帅, 孙立军. 基于惰性弯沉点的刚性下卧层深度设置方法[J]. 吉林大学学报(工学版), 2018, 48(4): 1037-1044.
[3] 宫亚峰, 申杨凡, 谭国金, 韩春鹏, 何钰龙. 不同孔隙率下纤维土无侧限抗压强度[J]. 吉林大学学报(工学版), 2018, 48(3): 712-719.
[4] 程永春, 毕海鹏, 马桂荣, 宫亚峰, 田振宏, 吕泽华, 徐志枢. 纳米TiO2/CaCO3-玄武岩纤维复合改性沥青的路用性能[J]. 吉林大学学报(工学版), 2018, 48(2): 460-465.
[5] 季文玉, 李旺旺, 过民龙, 王珏. 预应力RPC-NC叠合梁挠度试验及计算方法[J]. 吉林大学学报(工学版), 2018, 48(1): 129-136.
[6] 张仰鹏, 魏海斌, 贾江坤, 陈昭. 季冻区组合冷阻层应用表现的数值评价[J]. 吉林大学学报(工学版), 2018, 48(1): 121-126.
[7] 马晔, 尼颖升, 徐栋, 刁波. 基于空间网格模型分析的体外预应力加固[J]. 吉林大学学报(工学版), 2018, 48(1): 137-147.
[8] 罗蓉, 曾哲, 张德润, 冯光乐, 董华均. 基于插板法膜压力模型的沥青混合料水稳定性评价[J]. 吉林大学学报(工学版), 2017, 47(6): 1753-1759.
[9] 刘耀辉, 陈乔旭, 宋雨来, 沈艳东. 火山灰-SBS、胶粉-SBS和SBS改性沥青压缩变形行为及机理[J]. 吉林大学学报(工学版), 2017, 47(6): 1861-1867.
[10] 尼颖升, 马晔, 徐栋, 李金凯. 波纹钢腹板斜拉桥剪力滞效应空间网格分析方法[J]. 吉林大学学报(工学版), 2017, 47(5): 1453-1464.
[11] 郑传峰, 马壮, 郭学东, 张婷, 吕丹, 秦泳. 矿粉宏细观特征耦合对沥青胶浆低温性能的影响[J]. 吉林大学学报(工学版), 2017, 47(5): 1465-1471.
[12] 于天来, 郑彬双, 李海生, 唐泽睿, 赵云鹏. 钢塑复合筋带挡土墙病害及成因[J]. 吉林大学学报(工学版), 2017, 47(4): 1082-1093.
[13] 蔡氧, 付伟, 陶泽峰, 陈康为. 基于扩展有限元模型的土工布防荷载型反射裂缝影响分析[J]. 吉林大学学报(工学版), 2017, 47(3): 765-770.
[14] 王智远, 李国栋, 王勇华. 基于AHP-TOPSIS的桥梁设计方案优选决策模型[J]. 吉林大学学报(工学版), 2017, 47(2): 478-482.
[15] 崔亚楠, 韩吉伟, 冯蕾, 李嘉迪, 王乐. 盐冻循环条件下改性沥青微细观结构[J]. 吉林大学学报(工学版), 2017, 47(2): 452-458.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] 刘松山, 王庆年, 王伟华, 林鑫. 惯性质量对馈能悬架阻尼特性和幅频特性的影响[J]. 吉林大学学报(工学版), 2013, 43(03): 557 -563 .
[2] 初亮, 王彦波, 祁富伟, 张永生. 用于制动压力精确控制的进液阀控制方法[J]. 吉林大学学报(工学版), 2013, 43(03): 564 -570 .
[3] 李静, 王子涵, 余春贤, 韩佐悦, 孙博华. 硬件在环试验台整车状态跟随控制系统设计[J]. 吉林大学学报(工学版), 2013, 43(03): 577 -583 .
[4] 朱剑峰, 林逸, 陈潇凯, 施国标. 汽车变速箱壳体结构拓扑优化设计[J]. 吉林大学学报(工学版), 2013, 43(03): 584 -589 .
[5] 胡兴军, 李腾飞, 王靖宇, 杨博, 郭鹏, 廖磊. 尾板对重型载货汽车尾部流场的影响[J]. 吉林大学学报(工学版), 2013, 43(03): 595 -601 .
[6] 王同建, 陈晋市, 赵锋, 赵庆波, 刘昕晖, 袁华山. 全液压转向系统机液联合仿真及试验[J]. 吉林大学学报(工学版), 2013, 43(03): 607 -612 .
[7] 张春勤, 姜桂艳, 吴正言. 机动车出行者出发时间选择的影响因素[J]. 吉林大学学报(工学版), 2013, 43(03): 626 -632 .
[8] 马万经, 谢涵洲. 双停车线进口道主、预信号配时协调控制模型[J]. 吉林大学学报(工学版), 2013, 43(03): 633 -639 .
[9] 于德新, 仝倩, 杨兆升, 高鹏. 重大灾害条件下应急交通疏散时间预测模型[J]. 吉林大学学报(工学版), 2013, 43(03): 654 -658 .
[10] 肖赟, 雷俊卿, 张坤, 李忠三. 多级变幅疲劳荷载下预应力混凝土梁刚度退化[J]. 吉林大学学报(工学版), 2013, 43(03): 665 -670 .