Living Soil Nails to Prevent Shallow Landslides in Lateritic Soil Slopes

  • Conference paper
  • First Online:
Earth Retaining Structures and Stability Analysis (IGC 2021)

Part of the book series: Lecture Notes in Civil Engineering ((LNCE,volume 303))

Included in the following conference series:

  • 311 Accesses

Abstract

Slope failures due to rainfall are common nowadays in India, especially in Kerala. During the monsoon period, landslides have been reported along the residual soil slopes in many hilly districts of Kerala. Slope failures in unsaturated lateritic soil during rainfall are mainly caused by loss of suction due to the advancement of wetting front. Several methods are available for slope stabilization including structural and non-structural elements such as retaining walls, gabion walls, geosynthetic reinforcements, and soil nailing. In this study, an attempt was made to investigate the influence of living soil nails in controlling the rainfall-induced slope failures in lateritic soil. The soil used in the present study was collected from a location in Kerala, where a landslide had occurred in the year 2018. Results from the present study indicated that the living soil nails are effective in natural disaster reduction.

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

Access this chapter

Subscribe and save

Springer+ Basic
EUR 32.99 /Month
  • Get 10 units per month
  • Download Article/Chapter or Ebook
  • 1 Unit = 1 Article or 1 Chapter
  • Cancel anytime
Subscribe now

Buy Now

Chapter
EUR 29.95
Price includes VAT (Germany)
  • Available as PDF
  • Read on any device
  • Instant download
  • Own it forever
eBook
EUR 181.89
Price includes VAT (Germany)
  • Available as EPUB and PDF
  • Read on any device
  • Instant download
  • Own it forever
Softcover Book
EUR 235.39
Price includes VAT (Germany)
  • Compact, lightweight edition
  • Dispatched in 3 to 5 business days
  • Free ship** worldwide - see info
Hardcover Book
EUR 235.39
Price includes VAT (Germany)
  • Durable hardcover edition
  • Dispatched in 3 to 5 business days
  • Free ship** 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. Vibha S, Divya PV (2021) Performance of geosynthetic reinforced MSE walls with marginal backfills at the onset of rainfall infiltration. Int J Geosynth Ground Eng 7(9)

    Google Scholar 

  2. Fredlund DG, Morgenstern NR, Widger RA (1978) The shear strength of unsaturated soils. Can Geotech J 15(3):313–321

    Google Scholar 

  3. Rahardjo H, Ong TH, Rezaur RB, Leong EC (2007) Factors controlling instability of homogeneous soil slopes under rainfall. J Geotech Geoenviron Eng 133(12):1532–1543

    Google Scholar 

  4. Rahardjo H, Nio AS, Leong EC, Song NY (2010) Effects of groundwater table position and soil properties on stability of slope during rainfall. J Geotech Geoenviron Eng 136(11):1555–1564

    Google Scholar 

  5. Godt JW, Baum RL, Lu N (2009) Landsliding in partially saturated materials. Geophys Res Lett 36(2)

    Google Scholar 

  6. Cardoza R, Oka L (2020, Feb) Measuring the effect of grass roots on shear strength parameters of sandy soils. In: Geo-congress 2020: biogeotechnics. American Society of Civil Engineers, Reston, VA, pp 214–223

    Google Scholar 

  7. Nilaweera NS, Hengchaovanich D (1996) Assessment of strength properties of vetiver grass roots in relation to slope stabilization. In: Vetiver: a miracle grass, Chiang Rai (Thailand), 4–8 Feb, 1996

    Google Scholar 

  8. Feddes RA, Kowalik PK, Zaradny H (1976) Simulation of field water uptake by plants using a soil water dependent root extraction function. J Hydrol:13–26

    Google Scholar 

Download references

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to P. V. Divya .

Editor information

Editors and Affiliations

Rights and permissions

Reprints and permissions

Copyright information

© 2023 The Author(s), under exclusive license to Springer Nature Singapore Pte Ltd.

About this paper

Check for updates. Verify currency and authenticity via CrossMark

Cite this paper

Praveen, D.A., Divya, P.V. (2023). Living Soil Nails to Prevent Shallow Landslides in Lateritic Soil Slopes. In: Muthukkumaran, K., Umashankar, B., Pitchumani, N.K. (eds) Earth Retaining Structures and Stability Analysis. IGC 2021. Lecture Notes in Civil Engineering, vol 303. Springer, Singapore. https://doi.org/10.1007/978-981-19-7245-4_10

Download citation

  • DOI: https://doi.org/10.1007/978-981-19-7245-4_10

  • Published:

  • Publisher Name: Springer, Singapore

  • Print ISBN: 978-981-19-7244-7

  • Online ISBN: 978-981-19-7245-4

  • eBook Packages: EngineeringEngineering (R0)

Publish with us

Policies and ethics

Navigation