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Load-Settlement Behaviour of a Granular Pile in Expansive Soil


Authors : Ajit Barik; Amiyajyoti Nayak; Asish Ranjan Padhy

Volume/Issue : Volume 11 - 2026, Issue 8 - August


Google Scholar : https://tinyurl.com/4cs6p9ye

DOI : https://doi.org/10.38124/ijisrt/26aug1282

Note : A published paper may take 4-5 working days from the publication date to appear in PlumX Metrics, Semantic Scholar, and ResearchGate.


Abstract : Recently, the growth in population, especially in urban areas and industrial areas, has given rise to the price of land and unsuitable lands for development. By considering these factors, the construction industry needs to improve the use of unsuitable land for construction. The main problematic soil that is commonly identified was black cotton soil, which is also known as expansive or soft soil because of its shrink-swell property in the present study the concept of a single granular pile was used to construct a structure in black cotton soil. A cylindrical tank was used to perform all the tests.

Keywords : Granular Pile, Ground Improvement, Recycled Aggregate, Geotextile.

References :

  1. Black, J.A., Sivakumar, V., Madhav M.R. and Hamill, G.A. (2007). “Reinforced stone columns in weak deposits: laboratory model study.” Proc., J. Geotech. Geoenviron. Eng., ASCE 133(9), 1154-1161.
  2. Conference on Geotextiles, Geomembranes and Related Products, Singapore. pp. 351–356.
  3. Greenwood, D. A. and Kirsch, K. (1983). “Specialist ground treatment by vibratory and dynamics methods.” Proc., Int. Conf. on Piling and Ground Treatment, Thomas Telford, London, 17-45.
  4. Hughes, J. M. O., and Withers, N. J. (1974). “Reinforcing of soft cohesive soils with stone columns.” Ground Eng., 7(3), 42-49
  5. Hughes J.M and Withers N.J (2009) - “Reinforcing of soft cohesive soils with stone columns”, Int.J. Geotech. Geoenvirin. Eng., 1339, 1154-1161(2009)
  6. IS 15284 Part-1 (2003). “Indian standard code of practice for design and construction for ground improvement-guidelines. Part 1: Stone columns.”, New Delhi, India
  7. Kumar, R. (2014). “A Study on Soft Ground Improvement Using Fibre- Reinforced Granular Piles.” Ph. D. thesis submitted to MANIT, Bhopal, India.
  8. Kumar, R. and Jain P. K. (2013). “Expansive Soft Soil Improvement by Geogrid Encased Granular Pile.” Int. J. on Emerging Technologies, 4(1): 55-61(2013)
  9. Murugesan S and Rajagopalan K - “Shear load tests on stone columns with and without geosynthetic encasement”. Geotextiles and Geomembrane, ASCE, 24(2012) 349-358 (2012).
  10. Murugesan, S. and Rajagopal, K. (2006). “Geosynthetics-encased stone columns: Numerical evaluation.” Geotextiles and Geomembranes, J. Vol. 24, 349-358
  11. Priebe, H. J. (1995). “The design of vibro replacement.” Ground Eng., 28(10), 31-37
  12. Ranjan, G. and Rao, B. G. (1983). “Skirted granular piles for ground improvement.” Proc., VIII European Conf. on Soil Mech. and Found. Eng., Halainki.
  13. Surendra Dehariya and P K Jain et al.– Load-Settlement of clay bed stabilized with stone and Reinforced stone columns, The Asian Regional Conference on Geosynthetics, Seoul, pp. 322-329, (2012).
  14. Surendra Dehariya, 2Rakesh Kumar and 3P.K. Jain.load-settlement behavior of granular pile in unsaturated and saturated expansive soil.
  15. Uttam Kumar, Tandel Y K and Solanki C H “Effect of geosynthetic encasement on sand column in soft soil” ASCE, vol, No.3, ISSN 2319-6009, (2013)

Recently, the growth in population, especially in urban areas and industrial areas, has given rise to the price of land and unsuitable lands for development. By considering these factors, the construction industry needs to improve the use of unsuitable land for construction. The main problematic soil that is commonly identified was black cotton soil, which is also known as expansive or soft soil because of its shrink-swell property in the present study the concept of a single granular pile was used to construct a structure in black cotton soil. A cylindrical tank was used to perform all the tests.

Keywords : Granular Pile, Ground Improvement, Recycled Aggregate, Geotextile.

Paper Submission Last Date
30 - September - 2026

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