Skip to main content

Improvement in Engineering Behaviour of Expansive Soil Reinforced with Randomly Distributed Waste Plastic Strips

  • Chapter
  • First Online:
Urban Mining and Sustainable Waste Management
  • 1016 Accesses

Abstract

With rapid urbanisation in developing countries like India, there is an increase in the generation of plastic wastes. Disposal of these plastic wastes creates not only environmental issues but also consumes a large area of lands as landfills. Furthermore, due to no availability of sufficient recycling facility in India, most of the waste plastic could not be reused. Utilisation of these plastic wastes for construction purposes can not only solve the waste disposal problem but also create a sustainable construction methodology. The performance of pavement construction over expansive soil subgrade is greatly affected by moisture content in the soil. During monsoon/rainy season, expansive soil properties change drastically due to increase in moisture content. Due to migration of moisture content into the expansive soil, the volume of soil increases but strength reduces significantly. This variation in volume and strength may lead to catastrophic failure of the pavement. Therefore, it has become very much vital to adopt innovative construction approach to counteract the damaging effect of expansive soil subgrade. In this study, a new approach was attempted to study the effectiveness of polyethylene terephthalate (PETE) strips obtained from waste plastic glass as a reinforcing agent to improve the engineering properties of expansive soil. California Bearing Ratio (CBR) tests were performed to study the effect of plastic strip content and size of the plastic strip on swelling and strength behaviour of plastic reinforced expansive soil samples in series. The plastic strip length (10–30 mm) and quantity (0–4% by weight of soil) were varied to study the effect of the plastic reinforcement on the properties of the expansive soil. After the completion of series of experiments, it was observed that there was a significant improvement in the strength and swelling characteristics of the soil with polymer reinforcement to the expansive soil.

This is a preview of subscription content, log in via an institution to check access.

Access this chapter

Chapter
USD 29.95
Price excludes VAT (USA)
  • Available as PDF
  • Read on any device
  • Instant download
  • Own it forever
eBook
USD 119.00
Price excludes VAT (USA)
  • Available as EPUB and PDF
  • Read on any device
  • Instant download
  • Own it forever
Softcover Book
USD 159.99
Price excludes VAT (USA)
  • Compact, lightweight edition
  • Dispatched in 3 to 5 business days
  • Free shipping worldwide - see info
Hardcover Book
USD 159.99
Price excludes VAT (USA)
  • Durable hardcover edition
  • Dispatched in 3 to 5 business days
  • Free shipping worldwide - see info

Tax calculation will be finalised at checkout

Purchases are for personal use only

Institutional subscriptions

References

  • Banerjee, T., & Srivastava, R. K. (2012). Plastics waste management and resource recovery in India. International Journal of Environment and Waste Management, 10(1), 90–111.

    Article  CAS  Google Scholar 

  • Bhattacharya, R. R. N., Chandrasekhar, K., Roy, P., & Khan, A. (2018). Challenges and opportunities: Plastic waste management in India.

    Google Scholar 

  • Botero, E., Ossa, A., Sherwell, G., & Ovando-Shelley, E. (2015). Stress–strain behavior of a silty soil reinforced with polyethylene terephthalate (PET). Geotextiles and Geomembranes, 43(4), 363–369.

    Article  Google Scholar 

  • Choudhary, A. K., Jha, J. N., & Gill, K. S. (2010). A study on CBR behavior of waste plastic strip reinforced soil. Emirates Journal for Engineering Research, 15, 51–57.

    Google Scholar 

  • Choudhary, A. K., Sahoo, T. K., Jha, J. N., & Shukla, S. K. (2017, December). Swelling, shrinkage and compaction characteristics of expansive soil treated with waste recycled product. In Indian Geotechnical Conference, GeoNEst.

    Google Scholar 

  • Falorca, I. M. C. F. G., & Pinto, M. I. M. (2011). Effect of short, randomly distributed polypropylene microfibres on shear strength behaviour of soils. Geosynthetics International, 18(1), 2–11.

    Article  Google Scholar 

  • Jha, J. N., Choudhary, A. K., Gill, K. S., & Shukla, S. K. (2014). Behaviour of plastic waste fibre-reinforced industrial wastes in pavement applications. International Journal of Geotechnical Engineering, 8(3), 277–286.

    Google Scholar 

  • Kalkan, E. (2006). Utilization of red mud as a stabilization material for the preparation of clay liners. Engineering Geology, 87(3), 220–229.

    Article  Google Scholar 

  • Mathiyazhagan, K., Haq, A. N., & Baxi, V. (2016). Analysing the barriers for the adoption of green supply chain management-the Indian plastic industry perspective. International Journal of Business Performance and Supply Chain Modelling, 8(1), 46–65.

    Article  Google Scholar 

  • Ranjan, G., & Rao, A. S. R. (2000). Basic and applied soil mechanics (2nd ed.). New age International (P) Limited.

    Google Scholar 

  • Ranjan, G., Vasan, R. M., & Charan, H. D. (1994). Behaviour of plastic-fibre-reinforced sand. Geotextiles and Geomembranes, 13, 555–565.

    Article  Google Scholar 

  • Rao, G. V., & Dutta, R. K. (2004). Ground improvement with plastic waste. In Proceeding, 5th International Conference on Ground Improvement Technique (pp. 321–328), Kaula Lumpur, Malaysia.

    Google Scholar 

  • Sabat, A. K., & Pradhan, A. (2014). Fiber reinforced-fly ash stabilized expansive soil mixes as subgrade material in flexible pavement. EJGE, 19, 5757–5770.

    Google Scholar 

  • Shukla, S. K. (2017). Fundamentals of fibre-reinforced soil engineering. Springer.

    Google Scholar 

  • Siddique, R., Khatib, J., & Kaur, I. (2008). Use of recycled plastic in concrete: A review. Waste Management, 28(10), 1835–1852.

    Article  CAS  Google Scholar 

  • Standard, I. (1987). Laboratory determination of CBR. IS 2720 (Part XVI).

    Google Scholar 

Download references

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Rachita Panda .

Editor information

Editors and Affiliations

Rights and permissions

Reprints and permissions

Copyright information

© 2020 Springer Nature Singapore Pte Ltd.

About this chapter

Check for updates. Verify currency and authenticity via CrossMark

Cite this chapter

Panda, R., Rath, S. (2020). Improvement in Engineering Behaviour of Expansive Soil Reinforced with Randomly Distributed Waste Plastic Strips. In: Ghosh, S. (eds) Urban Mining and Sustainable Waste Management. Springer, Singapore. https://doi.org/10.1007/978-981-15-0532-4_24

Download citation

Publish with us

Policies and ethics