Xiaodong Jia  1,2, Naixing Liang1, and Yiwen Peng3

1School of Civil Engineering, Chongqing Jiaotong University, Chongqing 400074, China
2Chongqing Technology and Business Institute, School of Urban Construction Engineering, Chongqing 400052, China
3School of Economics and Management, Chongqing Jiaotong University, Chongqing 400074, China


 

Received: September 1, 2021
Accepted: December 3, 2021
Publication Date: December 23, 2021

 Copyright The Author(s). This is an open access article distributed under the terms of the Creative Commons Attribution License (CC BY 4.0), which permits unrestricted use, distribution, and reproduction in any medium, provided the original author and source are cited.


Download Citation: ||https://doi.org/10.6180/jase.202210_25(5).0012  


ABSTRACT


The effects of inorganic micro powder particle size and type on the water stability, low-temperature crack resistance, and fatigue performance of asphalt and its mixtures were evaluated through various tests, including asphalt foundation, freeze–thaw splitting, low-temperature bending beam, and indirect tensile fatigue tests. The evaluation results show that the addition of inorganic micro powder particles, specifically, hydrated lime and cement, resulted in significant improvement of the asphalt mixture splitting strengths and freeze–thaw splitting strength ratio. Moreover, a decrease in the additive particle size increased its specific surface area, further enhancing the asphalt mixture splitting strength and freeze–thaw splitting strength ratio. Under the same stress level, the smaller the additive particle size, the better the fatigue performance of the asphalt mixture. Althoug micro powder particles have an adverse effect on the low-temperature performance of asphalt mixtures, this effect gradually decreases with the micro powder particle size. Furthermore, compared with cement, hydrated lime exhibited better fatigue performance but poor water stability.


Keywords: inorganic micro powder; particle size; interface interaction; Weibull distribution, fatigue performance


REFERENCES


  1. [1] G. Airey, B. Rahimzadeh, and A. Collop. “Evaluation of the linear and non-linear viscoelastic behaviour of bituminous binders and asphalt mixtures”. In: Bearing Capacity of Roads, Railways and Airfields. CRC Press, 2020, 799–811.
  2. [2] F. Perez-Jimenez, R. Botella, A. H. Martinez, and R. Miro, (2013) “Analysis of the mechanical behaviour of bituminous mixtures at low temperatures" Construction & Building Materials 46(9): 193–202.
  3. [3] Teresa, López-Montero, Rodrigo, and Miró, (2016) “Differences in cracking resistance of asphalt mixtures due to ageing and moisture damage" Construction & Building Materials 112: 299–306.
  4. [4] D. Lesueur, J. Petit, and H. J. Ritter, (2012) “The mechanisms of hydrated lime modification of asphalt mixtures: A state-of-the-art review" Road Materials and Pavement Design 14: 1–16.
  5. [5] D. Lesueur, (2008) “The colloidal structure of bitumen: Consequences on the rheology and on the mechanisms of bitumen modification. Advances in Colloid and Interface Science" Advances in Colloid & Interface Science 145(1-2): 42–82.
  6. [6] B. Xing,W. Fan, C. Zhuang, C. Qian, and X. Lv, (2019) “Effects of the morphological characteristics of mineral powder fillers on the rheological properties of asphalt mastics at high and medium temperatures" Powder Technology 348: 33–42.
  7. [7] A. F. Al-Tameemi, Y. Wang, A. Albayati, and J. Haynes, (2019) “Moisture Susceptibility and Fatigue Performance of Hydrated Lime–Modified Asphalt Concrete: Experiment and Design Application Case Study" Journal of Materials in Civil Engineering 31(4): 04019019.
  8. [8] H. Liu, X. Li, X. Zhang, and Y. Tan, (2009) “Effects of the morphological characteristics of mineral powder fillers on the rheological properties of asphalt mastics at high and medium temperatures" Journal of Beijing University of Technology 35(11): 72–77.
  9. [9] G. Mazzoni, A. Virgili, and F. Canestrari, (2019) “Influence of different fillers and SBS modified bituminous blends on fatigue, self-healing and thixotropic performance of mastics" Road Materials and Pavement Design 20(3): 656–670.
  10. [10] G. Mazzoni, A. Stimilli, and F. Canestrari, (2016) “Selfhealing capability and thixotropy of bituminous mastics" International Journal of Fatigue 92: 8–17.
  11. [11] S. Han, S. Dong, M. Liu, X. Han, and Y. Liu, (2019) “Study on improvement of asphalt adhesion by hydrated lime based on surface free energy method" Construction and Building Materials 227(Dec.10): 116794.1–116794.9.
  12. [12] A. Diab, Y. Zhanping, Z. Hossain, and M. Zaman, (2018) “Moisture susceptibility evaluation of nanosize hydrated lime-modified asphalt–aggregate systems based on surface free energy concept" Transportation Research Record 2446(1): 52–59.
  13. [13] K. Yan, L. You, and X. Wang, (2015) “Test on Characteristics of SMA Mixtures Under Freeze-thaw Cycle and Ultrasonic Evaluation Method" China Journal of Highway and Transport 28(11): 8–13.
  14. [14] Z. Xiaoguang and L. Weiming, (2004) “Study on the effect of hydrated lime and liquid anti stripping agent on asphalt mixture" Highway (11): 94–96.
  15. [15] R. Géber, I. Kocserha, and L. A. Gömze. “Influence of composition and grain size distribution on the properties of limestone and dolomite asphalt fillers”. In: Materials Science Forum. 729. Trans Tech Publ. 2013, 344–349.
  16. [16] B. Barra, L. Momm, Y. Guerrero, and L. Bernucci, (2014) “Characterization of granite and limestone powders for use as fillers in bituminous mastics dosage" Anais da Academia Brasileira de Ciências 86(2): 995–1002.
  17. [17] L. Dan, Z. Chuanfeng, Q. Yong, B. Heng, L. Keyao, and H. Junfei, (2014) “Analysing the effects of the mesoscopic characteristics of mineral powder fillers on the cohesive strength of asphalt mortars at low temperatures" Construction and Building Materials 65: 330–337.
  18. [18] Z. Kai, H. Zhiyi,W. Ke,W. Bing, Z. Xin, and Z. Chi, (2015) “Hydrated lime modification of asphalt mixtures with improved fire performance" Journal of Zhejiang University (Engineering Edition) 49(5): 963–968.
  19. [19] K. Moon, A. Falchetto, W. Di, C. Riccard, and M. Wistuba, (2017) “Mechanical Performance of Asphalt Mortar Containing Hydrated Lime and EAFSS at Low and High Temperatures" Materials 10(7): 743–753.
  20. [20] D. N. Little and J. C. Petersen, (2005) “unique effects of hydrated lime filler on the performance- related properties of asphalt cements: physical and chemical interactions revisited" Journal of Materials in Civil Engineering 17(2): 207–218.
  21. [21] M. C. Liao, J. S. Chen, and K.W. Tsou, (2012) “Fatigue Characteristics of Bitumen-Filler Mastics and Asphalt Mixtures" Journal of Materials in Civil Engineering 24(7): 916–923.
  22. [22] R. Miró, A. Martínez, F. Pérez-Jiménez, R. Botella, and A. Álvarez, (2017) “Effect of filler nature and content on the bituminous mastic behaviour under cyclic loads" Construction and Building Materials 132: 33–34.
  23. [23] B. J. Smith and S. A. M. Hesp, (2018) “Crack pinning in asphalt mastic and concrete: Regular fatigue studies" Transportation Research Record Journal of the Transportation Research Board 1728(1): 75–81.
  24. [24] E. Hesami, D. Jelagin, N. Kringos, and B. Birgisson, (2012) “An empirical framework for determining asphalt mastic viscosity as a function of mineral filler concentration" Construction and Building Materials 35: 23–29.
  25. [25] C. Riccardi, A. Cannone Falchetto, M. P. Wistuba, and M. Losa, (2017) “Fatigue comparisons of mortars at different volume concentration of aggregate particles" International Journal of Fatigue 104(11): 416–421.
  26. [26] J. Tao, (2017) “Study on Mineral Aggregate Properties and Its Influence on High and Low Temperature Viscoelastic Properties of Asphalt Mixtures" Jilin University: