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Arabian Journal for Science and Engineering

, Volume 44, Issue 5, pp 4629–4638 | Cite as

Laboratory Investigation on the Use of Bamboo Fiber in Asphalt Mixtures for Enhanced Performance

  • Yanping ShengEmail author
  • Ben Zhang
  • Yu Yan
  • Haibin Li
  • Zhangjing Chen
  • Huaxin Chen
Research Article - Civil Engineering

Abstract

This study evaluated the use of bamboo fiber, which is a new member in the natural fiber category, in dense-grade (DG) and stone matrix asphalt (SMA) mixtures for enhanced performance. Bamboo fiber has high tensile strength in fiber direction, and it also has rough surface texture comparable to that of a commonly used lignin fiber. Moreover, bamboo fiber exhibits sufficient thermal stability, which is a typical concern of plant-based materials. Marshall mix design procedure was followed to select optimum asphalt binder contents of DG and SMA mixtures that contain various amounts of bamboo fiber. Effects of bamboo fiber on mixture moisture susceptibility, rutting and low-temperature cracking performance were evaluated using the immersion Marshall, freeze-thaw cycling tests, wheel tracking test and three-point bending beam test, respectively. Testing results showed the use of bamboo fiber effectively enhanced the above-mentioned mixture performance. In addition, the optimum bamboo fiber contents for DG and SMA mixtures were found to be 0.2–0.3% and 0.4% (by weight of mixture). Finally, mixtures with bamboo fiber exhibited equivalent or better performance than the same mixtures with polyester fiber and lignin fiber, indicating the applicability of bamboo fiber in asphalt mixtures.

Keywords

Bamboo fiber Thermostability Low-temperature cracking Rutting Polyester fiber Lignin fiber 

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Notes

Acknowledgements

The research is supported by the funds of Natural Science Found Committee (NSFC) of China (No. 51608045). The authors thank Qinghai Transportation Science and Technology Project (No. 2017-ZJ-763, No. 2017-ZJ-764 and No. 2017-ZJ-715), Fundamental Research Funds for the Central Universities of China (No. 310831153409, No. 300102218502 and No. 300102318401).

References

  1. 1.
    Bai, Y.; Schrock, S.D.; Mulinazzi, T.E.; Hou, W.; Liu, C.; Firman, U.: Estimating highway pavement damage costs attributed to truck traffic. Final Report, Kansas University Transportation Research Institute, The University of Kansas, Lawrence, Kansas (2009)Google Scholar
  2. 2.
    Martin, T.C.: Estimating heavy vehicle road wear costs for bituminous-surfaced arterial roads. J. Transp. Eng. ASCE 128(2), 103–110 (2002)CrossRefGoogle Scholar
  3. 3.
    Zhang, Q.; Chen, Y.; Li, X.: Rutting in asphalt pavement under heavy load and high temperature. In: GeoHunan International Conference 2009, Geotechnical Special Publication No. 190, ASCE, pp. 39–48 (2012)Google Scholar
  4. 4.
    Yan, Y.; Roque, R.; Cocconcelli, C.; Bekoe, M.; Lopp, G.: Evaluation of cracking performance for polymer-modified asphalt mixtures with high RAP content. Road Mater. Pavement Des. 18(1), 450–470 (2017)CrossRefGoogle Scholar
  5. 5.
    Huang, B.; Shu, X.; Vukosavljevic, D.: Laboratory investigation of cracking resistance of hot-mix asphalt field mixtures containing screened reclaimed asphalt pavement. J. Mater. Civ. Eng. ASCE 23(11), 1535–1543 (2011)CrossRefGoogle Scholar
  6. 6.
    Fu, Z.; Dang, Y.; Guo, B.; Huang, Y.: Laboratory investigation on the properties of asphalt mixtures modified with double-adding admixtures and sensitivity analysis. J. Traffic Transp. Eng. 3(5), 412–426 (2016)Google Scholar
  7. 7.
    Yugel, H.E.: The effect of the use of polyfibres on asphalt mixture properties. Master Thesis, Department of Civil Engineering, University of Gaziantepl (2007)Google Scholar
  8. 8.
    Tabaković, A.; Braak, D.; van Gerwen, M.; Copuroglu, O.; Post, W.; Garcia, S.J.; Schlangen, E.: The compartmented alginate fibres optimisation for bitumen rejuvenator encapsulation. J. Traffic Transp. Eng. 4(4), 347–359 (2017)Google Scholar
  9. 9.
    Kim, S.; Scholar, G.A.; Byron, T.; Kim, J.: Performance of polymer-modified asphalt mixture with reclaimed asphalt pavement. In: Transportation Research Record: Journal of the Transportation Research Board, No. 2126, TRB, National Research Council, Washington, DC, pp. 109–114 (2009)Google Scholar
  10. 10.
    Yan, Y.; Cocconcelli, C.; Roque, R.; Nash, T.; Zou, J.; Hernando, D.; Lopp, G.: Performance evaluation of alternative polymer-modified asphalt binder. Road Mater. Pavement Des. 16(1), 389–403 (2015)CrossRefGoogle Scholar
  11. 11.
    Yan, Y.; Chun, S.; Roque, R.; Kim, S.: Effects of alternative polymer modifications on cracking performance of asphalt binders and resultant mixtures. Constr. Build. Mater. 121, 569–575 (2016)CrossRefGoogle Scholar
  12. 12.
    Lee, S.J.; Rust, J.P.; Hamouda, H.; Kim, Y.R.; Borden, R.H.: Fatigue cracking resistance of fibre reinforced asphalt concrete. Text. Res. J. 75(2), 123–128 (2005)CrossRefGoogle Scholar
  13. 13.
    Abiola, O.S.; Kupolati, W.K.; Sadiku, E.R.; Ndambuki, J.M.: Utilisation of natural fibre as modifier in bituminous mixes: a review. Constr. Build. Mater. 54, 305–312 (2014)CrossRefGoogle Scholar
  14. 14.
    Wu, S.; Ye, Q.; Li, N.: Investigation of rheological and fatigue properties of asphalt mixtures containing polyester fibers. Constr. Build. Mater. 22(10), 2111–2115 (2008)CrossRefGoogle Scholar
  15. 15.
    Abtahi, S.M.; Sheikhzadeh, M.; Hejazi, S.M.: Fiber-reinforced asphalt-concrete—a review. Constr. Build. Mater. 24(6), 871–877 (2010)CrossRefGoogle Scholar
  16. 16.
    Mahrez, A.; Karim, M.; Katman, H.: Prospect of using glass fiber reinforced bituminous mixes. J. East. Asia Soc. Transp. Stud. 5, 794–807 (2003)Google Scholar
  17. 17.
    Kumar, P.; Sikdar, P.K.; Bose, S.; Chandra, S.: Use of jute fibre in stone matrix asphalt. Road Mater. Pavement Des. 5(2), 239–249 (2004)CrossRefGoogle Scholar
  18. 18.
    Oda, S.; Fernander, J.L.; Ildefonso, J.S.: Analysis of use of natural fibres and asphalt rubber binder in discontinuous asphalt mixes. Constr. Build. Mater. 16, 13–20 (2012)Google Scholar
  19. 19.
    Pandey, B.; Singh, V.K.: Experimental investigation on concrete using bamboo fibre as partial replacement for coarse aggregate in concrete. Int. J. Sci. Res. Dev. 4(7), 56–58 (2017)Google Scholar
  20. 20.
    Janssen, J.J.A.: Designing and Building with Bamboo. INBAR, Beijing (2000)Google Scholar
  21. 21.
    Rajesh, Y.; Nadiu, P.S.; Kumar, P.S.: Experimental study—the use of bamboo fiber using SMA methodology in coarse aggregate. Int. J. Mod. Trends Sci. Technol. 3(10), 72–88 (2017)Google Scholar
  22. 22.
    JT/T 533: Plant Fibers Used in Asphalt Pavement. Beijing, The People’s Republic of China (2004)Google Scholar
  23. 23.
    Chen, H.; Xu, Q.: Experimental study of fibers in stabilizing and reinforcing asphalt binder. Fuel 89, 1616–1622 (2010)CrossRefGoogle Scholar
  24. 24.
    T0709: Bituminous mixtures Marshall stability test, standard test method of bitumen and bituminous mixtures for highway engineering (JTG E20). China Communication Press, Beijing (2011)Google Scholar
  25. 25.
    T0729: Free-thaw splitting test of bituminous mixtures, standard test method of bitumen and bituminous mixtures for highway engineering (JTG E20). China Communication Press, Beijing (2011)Google Scholar
  26. 26.
    T0719: Wheel track test for bituminous materials, standard test method of bitumen and bituminous mixtures for highway engineering (JTG E20). China Communication Press, Beijing (2011)Google Scholar
  27. 27.
    T0715: Bend test of bituminous mixtures, standard test method of bitumen and bituminous mixtures for highway engineering (JTG E20). China Communication Press, Beijing (2011)Google Scholar

Copyright information

© King Fahd University of Petroleum & Minerals 2018

Authors and Affiliations

  • Yanping Sheng
    • 1
    Email author
  • Ben Zhang
    • 1
  • Yu Yan
    • 2
  • Haibin Li
    • 3
  • Zhangjing Chen
    • 4
  • Huaxin Chen
    • 1
  1. 1.School of Materials Science and EngineeringChang’an UniversityXi’anChina
  2. 2.Engineering School of Sustainable Infrastructure and Environment, Department of Civil and Coastal EngineeringUniversity of FloridaGainesvilleUSA
  3. 3.College of Architecture and Civil EngineeringXi’an University of Science and TechnologyXi’anChina
  4. 4.Department of Sustainable BiomaterialsVirginia Tech UniversityBlacksburgUSA

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