Skip to main content

Stabilization of Lateritic Soil Using Natural Fibres

  • Conference paper
  • First Online:
Proceedings of SECON 2020 (SECON 2020)

Part of the book series: Lecture Notes in Civil Engineering ((LNCE,volume 97))

  • 706 Accesses

Abstract

Numerous ground improvement techniques have been used to stabilize marginal soils to make it more feasible for construction purposes. Soil reinforcement using natural fibres is increasingly preferred as they are sustainable, readily available and inexpensive. This study aims at improving the engineering properties of lateritic soil using the natural coir fibres as reinforcement material. Laboratory tests such as UCS test and direct shear test have been carried out to evaluate the effect of various fibre parameters such as fibre content and fibre length on the engineering properties of soil. Results showed significant improvement in the strength characteristics of lateritic soil after the addition of coir fibres. Optimum fibre parameters that contributed to the enhanced performance of soil were also identified.

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 169.00
Price excludes VAT (USA)
  • Available as EPUB and PDF
  • Read on any device
  • Instant download
  • Own it forever
Softcover Book
USD 219.99
Price excludes VAT (USA)
  • Compact, lightweight edition
  • Dispatched in 3 to 5 business days
  • Free shipping worldwide - see info
Hardcover Book
USD 219.99
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

Similar content being viewed by others

References

  1. Vidal H (1969) The principle of reinforced earth. Highway Res Rec 282:1–16

    Google Scholar 

  2. Prabakar J, Sridhar RS (2002) Effect of random inclusion of sisal fibre on strength behaviour of soil. Constr Build Mater 16(2):123–131

    Article  Google Scholar 

  3. Sivakumar Babu GL, Vasudevan AK (2008) Strength and stiffness response of coir fibre reinforced tropical soil. J Mater Civ Eng 20(9):571–577

    Article  Google Scholar 

  4. Jamellodin Z, Talib ZA, Kolop R, Md Noor N (2010) The effect of oil palm fibre on strength behaviour of soil. In: Proceedings of the 3rd SANREM conference

    Google Scholar 

  5. Wang Y-X, Guo P-P, Ren W-X, Yuan B-X (2017) Laboratory investigation on strength characteristics of expansive soil treated with jute fiber reinforcement. Int J Geomech 17(11):52–63

    Article  Google Scholar 

Download references

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to B Krishnendu .

Editor information

Editors and Affiliations

Rights and permissions

Reprints and permissions

Copyright information

© 2021 Springer Nature Switzerland AG

About this paper

Check for updates. Verify currency and authenticity via CrossMark

Cite this paper

Krishnendu, B., Bhasi, A. (2021). Stabilization of Lateritic Soil Using Natural Fibres. In: Dasgupta, K., Sudheesh, T.K., Praseeda, K.I., Unni Kartha, G., Kavitha, P.E., Jawahar Saud, S. (eds) Proceedings of SECON 2020. SECON 2020. Lecture Notes in Civil Engineering, vol 97. Springer, Cham. https://doi.org/10.1007/978-3-030-55115-5_33

Download citation

  • DOI: https://doi.org/10.1007/978-3-030-55115-5_33

  • Published:

  • Publisher Name: Springer, Cham

  • Print ISBN: 978-3-030-55114-8

  • Online ISBN: 978-3-030-55115-5

  • eBook Packages: EngineeringEngineering (R0)

Publish with us

Policies and ethics