Volume 23 Issue 2
Apr.  2023
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WANG De-cai, DONG Shi, HU Lei, HAO Pei-wen, ZHANG Qing, CHEN Yuan-zhao. Influencing factors and mechanism analysis for evaluation of fatigue characteristics of emulsified asphalt residues[J]. Journal of Traffic and Transportation Engineering, 2023, 23(2): 103-115. doi: 10.19818/j.cnki.1671-1637.2023.02.007
Citation: WANG De-cai, DONG Shi, HU Lei, HAO Pei-wen, ZHANG Qing, CHEN Yuan-zhao. Influencing factors and mechanism analysis for evaluation of fatigue characteristics of emulsified asphalt residues[J]. Journal of Traffic and Transportation Engineering, 2023, 23(2): 103-115. doi: 10.19818/j.cnki.1671-1637.2023.02.007

Influencing factors and mechanism analysis for evaluation of fatigue characteristics of emulsified asphalt residues

doi: 10.19818/j.cnki.1671-1637.2023.02.007
Funds:

National Key Research and Development Program of China 2018YFE0120200

High-Level Talent Research Project of North China University of Water Resources and Electric Power 202009005

More Information
  • Author Bio:

    WANG De-cai (1983-), male, senior engineering, PhD, wangdecai@ncwu.edu.cn

  • Received Date: 2022-10-13
    Available Online: 2023-05-09
  • Publish Date: 2023-04-25
  • The stress-strain response characteristics, fatigue damage characteristics, and fatigue life prediction of emulsified asphalt residues were investigated based on the simplified viscoelastic continuum damage (S-VECD) theory. Microscopic approaches such as Fourier transform infrared spectrometer (FTIR), scanning electron microscope (SEM), and atomic force microscope (AFM) were adopted to study the influence mechanisms of morphology structure, blending modification, and fatigue damage of emulsified asphalt residues. Research results show that the damage curves of common emulsified asphalt residues are staggered. The addition of modifiers makes the damage curves no longer staggered, and the fatigue performance of emulsified asphalt residues is improved. Furthermore, the improvement effect of the SBR modifier is more obvious. The damage curves of modified emulsified asphalt residues prepared by the EN and ASTM evaporation methods are smoother than those prepared by the DHM evaporation method, which indicates that the residues obtained by the EN and ASTM evaporation methods have stronger resistance to damage. From the perspective of the fatigue life improvement, the maximum fatigue life of common emulsified asphalt residues prepared by different evaporation methods is 56.9% higher than the minimum fatigue life, and the SBS and SBR modified emulsified asphalt residues increase by 179.1% and 67.8%, respectively. This means that the modified emulsified asphalt residues are highly affected by the evaporation methods, and the fatigue life of modified emulsified asphalt residues is the smallest under the DHM evaporation method. Functional group contents, colloid structures, and microscopic roughness will be changed by adding modifiers and adjusting evaporation methods. The DHM evaporation method is more likely to cause oxidation of modified emulsified asphalt residues and promote the production of more asphaltenes. It decreases the solubility of micelles and enhances the gelation. As a result, the fatigue performance of emulsified asphalt residues reduces, and the evaluation result of fatigue performance is affected. AFM test results suggest that the exchange condensation reaction between O2- and H+ occurs in the molecular structure of modified emulsified asphalt residues prepared by the DHM evaporation method. In addition, chemical cementation structures may appear, and thus the accurate characterization and evaluation of fatigue performance of emulsified asphalt residues are affected.

     

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  • [1]
    ILIAS M, ADAMS J, CASTORENA C, et al. Performance-related specifications for asphalt emulsions used in microsurfacing treatments[J]. Transportation Research Record, 2017, 2632(1): 1-13. doi: 10.3141/2632-01
    [2]
    SHENG Xiao-hui, WANG Mo, XU Tao, et al. Preparation, properties and modification mechanism of polyurethane modified emulsified asphalt[J]. Construction and Building Materials, 2018, 189: 375-383. doi: 10.1016/j.conbuildmat.2018.08.177
    [3]
    XIAO Jing-jing, JIANG Wei, YE Wan-li, et al. Effect of cement and emulsified asphalt contents on the performance of cement-emulsified asphalt mixture[J]. Construction and Building Materials, 2019, 220: 577-586. doi: 10.1016/j.conbuildmat.2019.06.051
    [4]
    ZHANG Jiu-peng, ZHU Hong-bin, PEI Jian-zhong, et al. Evaluation of asphalt demulsification and viscosity of modified asphalt emulsion mortar based on Gompertz model[J]. Journal of Traffic and Transportation Engineering, 2015, 15(5): 1-7. (in Chinese) doi: 10.19818/j.cnki.1671-1637.2015.05.001
    [5]
    LI Dong-sheng. Rheological properties of asphalt emulsion[D]. Harbin: Harbin Institute of Technology, 2020. (in Chinese)
    [6]
    DENG Jiao-long. Research on interface strength mechanism of emulsified asphalt cold reclaimed mixture[D]. Nanjing: Southeast University, 2019. (in Chinese)
    [7]
    ZHANG Qin-qin, FAN Wei-yu, WANG Tie-zhu, et al. Influence of emulsification on the properties of styrene- butadiene-styrene chemically modified bitumens[J]. Construction and Building Materials, 2012, 29: 97-101. doi: 10.1016/j.conbuildmat.2011.09.005
    [8]
    ABEDINI M, HASSANI A, KAYMANESH M R, et al. The rheological properties of a bitumen emulsion modified with two types of SBR latex[J]. Petroleum Science and Technology, 2016, 34(17/18): 1589-1594.
    [9]
    HANZ A J, AREGA Z A, BAHIA H U. Rheological behavior of emulsion residues produced by evaporative recovery method[J]. Transportation Research Record, 2010, 2179(1): 102-108. doi: 10.3141/2179-12
    [10]
    FARRAR M J, SALMANS S T, PLANCHE J P. Recovery and laboratory testing of asphalt emulsion residue: application of the simple aging test (SAT) and 4 mm DSR[J]. Transportation Research Record, 2013, 2370(1): 69-75. doi: 10.3141/2370-09
    [11]
    MOTAMED A, SALOMON D, SAKIB N, et al. Emulsified asphalt residue recovery and characterization: a combined use of moisture analyzer balance and dynamic shear rheometer[J]. Transportation Research Record, 2014, 2444(1): 88-96. doi: 10.3141/2444-10
    [12]
    MARASTEANU M O, CLYNE T R. Rheological characterization of asphalt emulsions residues[J]. Journal of Materials in Civil Engineering, 2006, 18(3): 398-407. doi: 10.1061/(ASCE)0899-1561(2006)18:3(398)
    [13]
    MALLADI H, ASNAKE M, LACROIX A, et al. Low- temperature vacuum drying procedure for rapid asphalt emulsion residue recovery[J]. Transportation Research Record, 2018, 2672(28): 256-265. doi: 10.1177/0361198118791913
    [14]
    WANG De-cai, HAO Pei-wen, YUE Jin-chao, et al. Rheological properties of emulsified asphalt residue for cold regeneration[J]. Materials Reports, 2020, 34(3): 06081-06087. (in Chinese)
    [15]
    SUN Yang, YUE Jin-chao, WANG Ri-ran, et al. Investigation of the effects of evaporation methods on the high-temperature rheological and fatigue performances of emulsified asphalt residues[J]. Advances in Materials Science and Engineering, 2020, 2020: 1-12.
    [16]
    ABEDINI M, HASSANI A I, KAYMANESH M R, et al. Multiple stress creep and recovery behavior of SBR-modified bitumen emulsions[J]. Journal of Testing and Evaluation, 2020, 48(4): 3116-3124.
    [17]
    CHEN Xiao-yang, CHENG Guo-hong, XU Wen. Influence of evaporation temperature on the rheological properties of modified emulsified asphaltic residues[J]. Journal of Nanoparticle Research, 2020, 22(8): 49-52.
    [18]
    WANG Lin, GUO Nai-sheng, WEN Yan-kai, et al. Applicability of determination indexes for fatigue failure of modified asphalt[J]. Journal of Traffic and Transportation Engineering, 2020, 20(4): 91-106. (in Chinese) doi: 10.19818/j.cnki.1671-1637.2020.04.007
    [19]
    WANG Chao, ZHANG Han, CASTORENA C, et al. Identifying fatigue failure in asphalt binder time sweep tests[J]. Construction and Building Materials, 2016, 121: 535-546. doi: 10.1016/j.conbuildmat.2016.06.020
    [20]
    BAI Qi-feng, QIAN Zhen-dong, ZHAO Yan-qing. Asphalt fatigue resistance evaluation method based on the rheology[J]. Journal of Beijing University of Technology, 2012, 38(10): 1536-1542. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-BJGD201210017.htm
    [21]
    SUN Da-quan, LIN Tian-ban, CAO Lin-hui. Evaluation method for fatigue life of asphalt based on dynamic shear rheometer test[J]. Journal of Building Materials, 2015, 18(2): 346-350. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-JZCX201502031.htm
    [22]
    HASAN M A, HASAN M M, BAIRGI B K, et al. Utilizing simplified viscoelastic continuum damage model to characterize the fatigue behavior of styrene-butadiene-styrene (SBS) modified binders[J]. Construction and Building Materials, 2019, 200: 159-169. doi: 10.1016/j.conbuildmat.2018.12.048
    [23]
    UNDERWOOD B S, BAEK C, KIM Y R. Simplified viscoelastic continuum damage model as platform for asphalt concrete fatigue analysis[J]. Transportation Research Record, 2012(2296): 36-45.
    [24]
    HINTZ C, VELASQUEZ R, JOHNSON C, et al. Modification and validation of linear amplitude sweep test for binder fatigue specification[J]. Transportation Research Record, 2011(2207): 99-106.
    [25]
    TAN Yi-qiu, GUO Meng, CAO Li-ping. Effects of common modifiers on viscoelastic properties of asphalt[J]. China Journal of Highway and Transport, 2013, 26(4): 7-15. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-ZGGL201304001.htm
    [26]
    NOTANI M A, NEJAD F M, KHODAⅡ A, et al. Evaluating fatigue resistance of toner- modified asphalt binders using the linear amplitude sweep test[J]. Road Materials and Pavement Design, 2019, 20(8): 1927-1940.
    [27]
    ZHANG Han-yu, XU Gang, CHEN Xian-hua, et al. Fatigue property of aged asphalt binders using different experimental methods[J]. Journal of Building Materials, 2020, 23(1): 168-175. (in Chinese)
    [28]
    ZHANG Qian, SUN Hao-hao, WEN Zhi-guang, et al. Determination of optimum SBR latex content in SBR modified asphalt emulsion based on macro and micro characters[J]. Journal of Materials Science and Engineering, 2018, 36(2): 305-310. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-CLKX201802027.htm
    [29]
    LIANG Bo, LAN Fang, ZHENG Jian-long. Research and development of relationship between aging mechanism and fatigue properties of asphalt[J]. Materials Reports, 2021, 35(9): 9083-9096.
    [30]
    LUO Zheng-bin. Preparation of SBS latex for asphalt and its application in micro-surfacing[D]. Xi'an: Chang'an University, 2019. (in Chinese)
    [31]
    WANG Yong, HOU Yun, ZHANG Yan-hong. Study on system difference and mechanism of SBS modification and SBR modification micro-surfacing[J]. Journal of Wuhan University of Technology, 2021, 43(6): 28-33, 60. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-WHGY202106005.htm
    [32]
    ZHANG Ji, WANG Jun-long, WU Yi-qian. et al. Preparation and properties of organic palygorskite SBR/organic palygorskite compound and asphalt modified with the compound[J]. Construction and Building Materials, 2008, 22(8): 1820-1830.

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