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Characterizing the Rutting Behaviour of Reinforced Cold Mix Asphalt with Natural and Synthetic Fibres Using Finite Element Analysis

  • Hayder Kamil ShanbaraEmail author
  • Ali Shubbar
  • Felicite Ruddock
  • William Atherton
Conference paper
Part of the Lecture Notes in Civil Engineering book series (LNCE, volume 38)

Abstract

The quality of an asphalt mix is one of the most important and significant factors that affects the performance of both hot and cold mix flexible pavements. High-quality mixes are often cost-effective as these mixes require less maintenance and increase the service life of the pavements. It is also cost-efficient to replace the semi-experimental flexible pavement design methods with fast and powerful software that includes finite element analysis. Recently utilizing fibres to enhance the bituminous mixtures’ performance under moving loads has been considerably developed. Previous studies show that using natural and synthetic fibres in the bituminous mixtures enhances the mechanical properties of such mixtures, but none exists for the cold mix asphalt. A series of wheel-tracking tests was conducted to evaluate the permanent deformation performance of flexible pavements under different stress levels and temperatures. Very good agreement has been obtained between the developed finite element model and experimental results for determining rutting depth. Results show that the flexible pavements based on cold mix asphalt can be improved under moving loads using natural and synthetic fibres.

Keywords

Cold mix asphalt Rutting depth Stress distribution Natural and synthetic fibres Finite element model 

References

  1. 1.
    Miljković M (2014) Influence of bitumen emulsion and reclaimed asphalt on mechanical and pavement design-related performance of asphalt mixtures. In Faculty of Civil and Environmental Engineering, Ruhr University Bochum, Bochum, GermanyGoogle Scholar
  2. 2.
    Bonaquist, B (2011) Mix design practices for warm mix asphalt. In Transportation Research Board (TRB). 2011, NCHRP Report 691, Washington, D.CGoogle Scholar
  3. 3.
    Jamshidi A et al (2016) Evaluation of sustainable technologies that upgrade the binder performance grade in asphalt pavement construction. Mater Des 95:9–20CrossRefGoogle Scholar
  4. 4.
    Shanbara HK, Ruddock F, Atherton W (2018) A laboratory study of high-performance cold mix asphalt mixtures reinforced with natural and synthetic fibres. Constr Build Mater 172:166–175CrossRefGoogle Scholar
  5. 5.
    Dulaimi A et al (2017) High performance cold asphalt concrete mixture for binder course using alkali-activated binary blended cementitious filler. Constr Build Mater 141:160–170CrossRefGoogle Scholar
  6. 6.
    Thanaya INA (2003) Improving the performance of cold bituminous emulsion mixtures (CBEMs) incorporating waste materials. In School of Civil Engineering. 2003, The University of LeedsGoogle Scholar
  7. 7.
    Xu SFX et al (2015) Mixture design and performance evaluation of cold asphalt mixture using polymer modified emulsion. Adv Mater Res 1065–1069:760–765Google Scholar
  8. 8.
    Dardak H (1993) Performance of different mixes of sand emulsion in Indonesia. In: 1st World congress on emulsion, Paris, 1993, pp 4–12Google Scholar
  9. 9.
    Li G et al (1998) Experimental study of cement-asphalt emulsion composite. Cem Concr Res 28(5):635–641CrossRefGoogle Scholar
  10. 10.
    Al Nageim H et al (2012) A comparative study for improving the mechanical properties of cold bituminous emulsion mixtures with cement and waste materials. Constr Build Mater 36:743CrossRefGoogle Scholar
  11. 11.
    Dulaimi A et al (2017) Laboratory studies to examine the properties of a novel cold-asphalt concrete binder course mixture containing binary blended cementitious filler. J Mater Civil Eng 29(9):04017139CrossRefGoogle Scholar
  12. 12.
    Abiola OS et al (2014) Utilisation of natural fibre as modifier in bituminous mixes: a review. Constr Build Mater 54:305–312CrossRefGoogle Scholar
  13. 13.
    Guoming L, Weimin C, Lianjun C (2017) Investigating and optimizing the mix proportion of pumping wet-mix shotcrete with polypropylene fiber. Constr Build Mater 150:14–23CrossRefGoogle Scholar
  14. 14.
    Saeid H, Saeed A, Mahdi N (2014) Effects of rice husk ash and fiber on mechanical properties of pervious concrete pavement. Constr Build Mater 53:680–691CrossRefGoogle Scholar
  15. 15.
    Ferrotti G, Pasquini E, Canestrari F (2014) Experimental characterization of high-performance fiber-reinforced cold mix asphalt mixtures. Constr Build Mater 57:117–125CrossRefGoogle Scholar
  16. 16.
    Shanbara HK, Ruddock F, Atherton W (2018) Predicting the rutting behaviour of natural fibre-reinforced cold mix asphalt using the finite element method. Constr Build Mater 167:907CrossRefGoogle Scholar

Copyright information

© Springer Nature Singapore Pte Ltd. 2020

Authors and Affiliations

  1. 1.Liverpool John Moores UniversityLiverpoolUK
  2. 2.Al Muthanna UniversitySammawaIraq
  3. 3.Liverpool John Moores UniversityLiverpoolUK

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