Performance Evaluation of Flexible Pavement on Different Subgrades with Industrial Waste

Abstract

Fly ash, an industrial waste with a current utilization rate of about 55%, presents an opportunity for such stabilization. By replacing a portion of the subgrade with fly ash and reinforcing it using bitumen-coated chicken mesh at varying percentages and layer placements, the stability of the pavement can be enhanced. This reinforcement has been shown to significantly improve the California Bearing Ratio (CBR), with maximum strength achieved when 15% of the soil is replaced with fly ash and four layers of bitumen-coated chicken mesh are used. Additionally, incorporating plastic waste into the subgrade at various percentages further affects properties such as Unconfined Compressive Strength (UCS), CBR, Maximum Dry Density (MDD), and Optimum Moisture Content (OMC). These values are calculated in the laboratory and compared with those of unmodified soil to evaluate the improvements in strength and performance.

Country : India

1 Prabhanjan Dwivedi2 Mithun Kumar Rana3 Pushpendra Kumar Kushwaha

  1. M. Tech. Research Scholar, Civil Department, RKDF College of Engineering, Bhopal, (M. P.) 402026, India
  2. Assistant Professor, Civil Department, RKDF College of Engineering, Bhopal, (M. P.) 402026, India
  3. Assistant Professor, Civil Department, RKDF College of Engineering, Bhopal, (M. P.) 402026, India

IRJIET, Volume 8, Issue 12, December 2024 pp. 36-41

doi.org/10.47001/IRJIET/2024.812006

References

  1. Jahromi, S. G. (2015). Effect of carbon nanofiber on mechanical behavior of asphalt concrete. International Journal of Sustainable Construction Engineering and Technology, 6(2), 57-66.
  2. Murthy, A.V.S.R., "usage of Fly ash for Embankment creation." Proc. of experience Sharing Meet on Use of Fly ash in Roads and Embankments, CRRI-New Delhi, 1998, pp. 15 – 20.
  3. Pandian, N.S., Balasubramonian, S. what is extra, Leelavathamma, B., "Union behavior of some Indian fly cinders", IGC-2003, Dec. 18-20, 2003, Roorkee.
  4. Phani Kumar B. R, Radhey S. Sharma.," impact of Fly Ash on Engineering properties of Expansive Soils" magazine of Geotechnical and Geoenvironmental Engg., quantity 130, problem 7, 2004, pp. 764-767.
  5. Prasada Raju, G.V.R.,"assessment of bendy Pavement performance with Reinforcement and Chemical Stabilization of Expansive Soil Subgrade", a Ph.D. Proposition, Kakatiya university, Warangal, (A.P), 2001.
  6. Seeds, S.B. et al., "advancement of performance associated specifications for hot- mix Asphalt Pavements thru Westrack", TRR-1575, TRB, 1999, pp. 85-91.
  7. Show, K.Y, Tay J.H. also, Goh, A.T.C, "Reuse of Incinerator Fly Ash in gentle Soil Stabilization", magazine of materials in Civil Engineering, Vol.15, No.4, August 2003, pp.335-343.
  8. Snethen, D.R. et al., "An evaluation of technique for Prediction and Minimisation of unfavourable volume alternate of Expansive Soils in dual carriageway Subgrades", studies document, Vol. 1, 1979, organized for Federal motorway management, Washington.
  9. Sreenivasa Rao, B., "utilization of bolstered Fly ash layer as Subbase path in adaptable asphalt improvement", M.Tech. Postulation, JNTU college of Engg, 2003, Kakinada.
  10. Santhosa Rao and Krishna Swamy, "Fly ash in Embankment creation", complaints of IGC - 95, 1995, Bangalore, India.
  11. Thompson M.R. what is greater, Robnett, Q.L., "Weight Injected Lime for remedy of Swelling Soils", one of the 4 reports organized for the 54th Annual assembly of the TRB, TRR-568, 1976, pp. 24-34.
  12. Felt, E.J., [1953] “Influence of Vegetation on Soil Moisture Content and Resulting Soil Volume Changes”, Proceedings of 3rd Conference on SMFE, Zurich, Vol. 1.
  13. Gray. D.H. & Maher, M.H. [1989]. “Admixture stabilization of sand with discrete randomly distributed fibers”. Proc. XII International Conference on Soil Mech. Found. Engineering, Rio de Janeiro, Brazil, pp. 1363-1366.
  14. Gray D.H. & Ohashi, H., [1983]. “Mechanics of fiber reinforcing in sand”, Journal of Geotechnical Engineering, Vol. 109, No.3, pp.335-353.
  15. Holtz, W.G.,[1969] “Volume change in Expansive Clay Soils and Control by lime Treatment”, Proceedings of 2nd International Research and Engineering Conference on Expansive Clay Soils, Texas A&M Press, Texas,  pp. 157-174.
  16. Lindh, E. and Eriksson, L.,[1991], “Sand Reinforced with Plastic Fibers, A Field Experiment”, Performance of Reinforced Soil Structures, McGown, A., Yeo, K., and Andrawes, K.Z. Editors, Thomas Telford, 1991, Proceedings of the International Reinforced Soil Conference held in Glasgow, Scotland, pp. 471-473.