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Research on the linear viscoelastic rheological properties of rejuvenated asphalt mastic based on the discrete element method

Treść / Zawartość
Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
The rheological property of asphalt is an important factor affecting the pavement performance of asphalt binder, and the fundamental reason for the change of asphalt rheological property is the strong evolution of asphalt material meso structure. However, the internal mechanism of rejuvenated asphalt mastic system is complex and its rules are difficult to grasp. Aiming to study the relationship between meso mechanical parameters and rheological parameters of rejuvenated asphalt mastic, the meso structure model of rejuvenated asphalt mastic was established and improved based on the discrete element method. Moreover, the meso parameters of the model were obtained by the objective function method, and then the influences of various factors were studied to construct the mathematical constitutive model of rheological parameter modulus and meso mechanical parameters. Combing with the reliability of the improved Burgers model was verified based on the rheological test results of rejuvenated asphalt mastic. In addition, the virtual test of dynamic shear rheological dynamic frequency scanning was carried out on the asphalt mastic sample by particle flow software. By adjusting the mesomechanical parameters, the simulation results (complex shear modulus and phase angle) were consistent with the test results. This study clarified the relationship between mesomechanics and macro performance, and this model could be used to obtain the complex shear modulus of rejuvenated asphalt mastic under different types, filler-asphalt ratio and external force environments by adjusting particle flow, wall boundary and other conditions, which can greatly save the workload for the later research and provide a theoretical basis for production experiments.
Rocznik
Strony
399--416
Opis fizyczny
Bibliogr. 35 poz., il., tab.
Twórcy
autor
  • School of Civil Engineering, Lanzhou University of Technology, Lanzhou, China
autor
  • School of Civil Engineering, Lanzhou University of Technology, Lanzhou, China
autor
  • School of Civil Engineering, Lanzhou University of Technology, Lanzhou, China
autor
  • School of Civil Engineering, Lanzhou University of Technology, Lanzhou, China
autor
  • Gansu Road and Bridge Green Smart Construction Technology Industry Research Institute, Lanzhou, China
Bibliografia
  • [1] S.T. Lv, J. Liu, X.H. Peng, H.F. Liu, L. Hu, J. Yuan, and J.P. Wang, “Rheological and microscopic characteristics of bio-oil recycled asphalt”, Journal of Cleaner Production, vol. 295, no. 1, art. no. 126449, 2021, doi: 10.1016/j.jclepro.2021.126449.
  • [2] J.Z. Liu, Q. Liu, S.Y. Wang, X.Y. Zhang, C.Y. Xiao, and B. Yu, “Molecular dynamics evaluation of activation mechanism of rejuvenator in reclaimed asphalt pavement (RAP) binder”, Construction and Building Materials, vol. 298, no. 6, art. no. 123898, 2021, doi: 10.1016/j.conbuildmat.2021.123898.
  • [3] W.F. Ren, “Study on rheological properties of recycled asphalt with biological regeneration agent”, Journal of Highway and Transportation Research and Development, vol. 16, no. 3, pp. 70-75, 2020.
  • [4] C.W. Wei, H.L. Zhang, and H.H. Duan, “The behaviour of rejuvenated SBS-modified asphalt incorporating catalytic-reactive compounded rejuvenator”, Road Materials and Pavement Design, vol. 23, no. 2, pp. 433-444, 2022, doi: 10.1080/14680629.2020.1826344.
  • [5] D.M. Zhang, H.L. Zhang, and C.Z. Zhu, “Effect of different rejuvenators on the properties of aged SBS modified asphalt”, Petroleum Science and Technology, vol. 35, no. 1, pp. 72-78, 2017, doi: 10.1080/10916466.2016.1248772.
  • [6] W. Sorociak, B. Grzesik, J. Bzówka, and P. Mieczkowski, “Asphalt concrete produced from rejuvenated reclaimed asphalt pavement (RAP)”, Archives of Civil Engineering, vol. 66, no. 2, pp. 321-337, 2020, doi: 10.24425/ace.2020.131812.
  • [7] X.C. Yang, H.Z. Tang, X. Cai, K.H. Wu, W.K. Huang, Q. R. Zhang, and H. Li, “Evaluating reclaimed asphalt mixture homogeneity using force chain transferring stress efficiency”, Construction and Building Materials, vol. 365, no. 1, art. no. 130050, 2023, doi: 10.1016/j.conbuildmat.2022.130050.
  • [8] D.A. Anderson, D.W. Christensen, H.U. Bahia, R.N. Sharma, M.G. Antel, and J.W. Button, Binder characterization and evaluation, vol. 3. Physical characterization. National Research Council, 1994.
  • [9] J.C. Petersen, R.E. Robertson, J.F. Branthaver, P.M. Harnsberger, J.J. Duvall, S.S. Kim, D.A. Anderson, D. Christiansen, and H. Bahia, Binder characterization and evaluation, vol. 1. National Research Council, 1994.
  • [10] J.C. Petersen, R.E. Robertson, J.F. Branthaver, P.M. Harnsberger, J.J. Duvall, S.S. Kim, D.A. Anderson, D. Christiansen, and H. Bahia, Binder characterization and evaluation, vol. 4. Test methods. National Research Council, 1994.
  • [11] H.L. Zhang, Z.H. Chen, G.Q. Xu, and C.J. Shi, “Evaluation of aging behaviors of asphalt binders through different rheological indices”, Fuel, vol. 221, no. 1, pp. 78-88, 2018, doi: 10.1016/j.fuel.2018.02.087.
  • [12] J.S. Chen and C.J. Tsai, “Relating tensile, bending, and shear test data of asphalt binders to pavement performance”, Journal of Materials Engineering and Performance, vol. 7, no. 4, pp. 805-811, 1998, doi: 10.1361/ 105994998770347404.
  • [13] J.S. Chen and C.J. Tsai, “How good are linear viscoelastic properties of asphalt binder to predict rutting and fatigue cracking?”, Journal of Materials Engineering and Performance, vol. 8, no. 1, pp. 443-449, 1999, doi: 10.1361/105994999770346747.
  • [14] J. Wang, W. Zeng, and Y.C. Qin, “Experimental research on high temperature rheology of recycled asphalt”, Journal of Hefei University of Technology (Natural Science), vol. 41, no. 1, pp. 88-94, 2018, doi: 10.3969/j.issn.1003-5060.2018.01.017.
  • [15] S.P. Wu, L. Pang, L.T. Mo, Y.C. Chen, and G.J. Zhu, “Influence of aging on the evolution of structure, morphology and rheology of base and SBS modified bitumen”, Construction and Building Materials, vol. 23, no. 2, pp. 1005-1010, 2009, doi: 10.1016/j.conbuildmat.2008.05.004.
  • [16] Z.Y. Zhang, J.N. Shen, P.C. Shi, and H. Zhu, “Micro-mechanism of asphalt aging based on nanomechanics and functional groups”, Journal of Highway and Transportation Research and Development, vol. 34, no. 5, pp. 19-27, 2017.
  • [17] A. Abbas, E. Masad, T. Papagiannakis, and A. Shenoy, “Modelling asphalt mastic stiffness using discrete element analysis and micromechanics-based models”, International Journal of Pavement Engineering, vol. 6, no. 2, pp. 137-146, 2005, doi: 10.1080/10298430500159040.
  • [18] A. Alhdabi, H.A. Nageim, F. Ruddock, and L. Seton, “Development of sustainable cold rolled surface course asphalt mixtures using waste fly ash and silica fume”, Journal of Materials in Civil Engineering, vol. 26, no. 3, pp. 536-543, 2014, https://ascelibrary.org/doi/abs/10.1061/%28ASCE%29MT.1943-5533.0000843.
  • [19] M. Miljkovic and M. Radenberg, “Fracture behavior of bitumen emulsion mortar mixtures”, Construction and Building Materials, vol. 62, no. 3, pp. 126-134, 2014, doi: 10.1016/j.conbuildmat.2014.03.034.
  • [20] X. Wang, “Experimental research on micro mechanism and performance of high proportion rap plant mixed hot recycled asphalt mixture”, M.A. thesis, South China University of Technology, Guangzhou,2014.
  • [21] W.G. Buttlar, D. Bozkurt, and G.G. Alkhateeb, “Understanding asphalt mastic behavior through mesomechanics”, Transportation Research Record Journal of the Transportation Research Board, vol. 1681, no. 1, pp. 157-169, 1999, doi: 10.3141/1681-19.
  • [22] T.F. Nian, J.G. Ge, P. Li, R. Guo, J.G. Li, and M. Wang, “Improved three-dimensional discrete modeling method and anti-cracking properties of asphalt mixture”, Construction and Building Materials, vol. 321, no. 3, art. no. 126405, 2022, doi: 10.1016/j.conbuildmat.2022.126405.
  • [23] M. Miljkovic and M. Radenberg, “Fracture behavior of bitumen emulsion mortar mixture”, Construction and Building Materials, vol. 62, pp. 126-134, 2014, doi: 10.1016/j.conbuildmat.2014.03.034.
  • [24] P.S. Kandhal, C.Y. Lynn, and F. Parker, “Characterization tests for mineral fillers related to performance of asphalt paving mixtures”, Transportation Research Record, vol. 1638, no. 1, pp. 101-110,1998, doi: 10.3141/1638-12.
  • [25] H. Zhang, X. Liu, and Z. Qiao, “Study on Influencing Factors of viscosity and rheological properties of asphalt mastic”, Materials Reports, vol. 33, no. 14, pp. 2381-2385, 2019, doi: 10.11896/cldb.17090309.
  • [26] L. Fan, J.M. Wei, Y.Z. Zhang, and L. Yu, “Effect of mineral powder on properties and mechanism of asphalt mastic”, Journal of Building Materials, vol. 17, no. 6, pp. 1096-1101, 2014, doi: 10.3969/j.issn.1007-9629.2014.06.028.
  • [27] A. Abbas, E. Masad, T. Papagiannakis, and T. Harman, “Micromechanical modeling of the viscoelastic behavior of asphalt mixtures using the discrete-element method”, International Journal of Geomechanics, vol. 7, no. 2, pp. 131-139, 2007, doi: 10.1061/(ASCE)1532-3641(2007)7:2(131).
  • [28] Y. Liu, P.F. Su, M.M. Li, H. Yao, J.F. Liu, M. Xu, X.D. Zhou, and Z.P. You, “How to achieve efficiency and accuracy in discrete element simulation of asphalt mixture: a DRF-based equivalent model for asphalt sand mortar”, Advances in Civil Engineering, vol. 2020, no. 3, pp. 562-587, 2020, doi: 10.1155/2020/8855409.
  • [29] H. Feng, “Research on experimental characteristics of asphalt mortar based on viscoelastic theory”, M.A. thesis, Changsha University of Technology, Changsha, 2008.
  • [30] H.L. Ma, “Micromechanical analysis of the effect of inorganic fillers on the mechanical properties of asphalt mortar”, PhD. thesis, Jilin University, Changchun, 2013.
  • [31] Y.N. Xu, L.Y. Shan, and S. Tian, “Fractional derivative viscoelastic response model for asphalt binders”, Journal of Materials in Civil Engineering, vol. 31, no. 6, art. no. 04019089, 2019, doi: 10.1061/(ASCE) MT.1943-5533.0002716.
  • [32] M. Baumgartner and H. Winter, “Determination of discrete relaxation and retardation time spectra from dynamic mechanical data”, Rheologica Acta, vol. 28, pp. 511-519, 1989, doi: 10.1007/BF01332922.
  • [33] S.H. Li and Y.N. Wang, “Study on parameter selection method of three-dimensional discrete element calculation”, Chinese Journal of Rock Mechanics and Engineering, vol. 23, no. 21, pp. 3642-3651, 2004, doi: 10.3321/j.issn:1000-6915.2004.21.014.
  • [34] Y.Q. Ling, Y.L. Yang, and C. Zhao, “Research on design of low porosity asphalt mixture based on PFC3D”, Journal of Chongqing Jiaotong University (Natural Sciences), vol. 39, no. 6, pp. 73-80, 2020.
  • [35] G. Dondi, A. Simone, V. Vignali, and G. Manganelli, “Discrete element modelling of influences of grain shape and angularity on performance of granular mixes for asphalts”, Procedia - Social and Behaviora Sciences, vol. 53, no. 3, pp. 399-409, 2012, doi: 10.1016/j.sbspro.2012.09.891.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-2d9ef23f-6c96-4afe-ba06-ab54d69e38da
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