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Strength Behaviour of Granular Column-Reinforced Soft Soil Subjected to Lateral Shear Loading

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Abstract

The behaviour of granular columns as soil reinforcement under compressive axial loading is well documented. However, the different forms of lateral soil movements occurring in soft soil cause lateral force on granular columns, resulting in shear deformations. Minimal comprehensive direct laboratory research in this area forms the motivation behind this work. This experimental study is focused on the contribution of granular column reinforcement to the shear strength of the soft ground. For this purpose, a series of large-scale direct shear tests with 300 × 300 mm sample dimensions were performed in the laboratory. Effect of variables like normal stress, characteristics of granular column infill material, and column configurations (single, triangular, and square) was studied. Test results obtained from this experimental study are presented in terms of the increase in the overall shear resistance of the soil-column matrix and increase in the shear strength parameters. The experimental test results showed higher values than the values predicted from analytical equations.

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Availability of Data and Materials

All the data was generated by experimental tests performed in the Geotechnical laboratory of NIT Srinagar by the first author.

References

  1. Greenwood DA (1970) Mechanical improvement of soils below ground surface. In the Proceeding of Ground Engineering Conference, Institute of Civil Engineering: 9–20

  2. Hughes JMO, Withers NJ (1974) Reinforcing of soft cohesive soils with stone columns. Ground Eng 7:42–49

    Google Scholar 

  3. Priebe HJ (1995) The design of vibro replacement. Ground Eng 28(10):31

    Google Scholar 

  4. Han J, Ye SL (2001) Simplified method for consolidation rate of stone column reinforced foundations. J Geotech Geoenviron Eng 127(7):597–603

    Article  Google Scholar 

  5. Kempfert H G (2003) Ground improvement methods with special emphasis on column-type techniques. International Workshop on Geotechnics of Soft Soils-Theory and Practice VGE: 1–12

  6. Mir B A, Juneja A (2012) Consolidation behaviour of composite ground reinforced with sand columns. International Conference on Ground Improvement and Ground Control, University of Wollongong Australia (ICGI 2012) 1: 431–437

  7. Castro J, Sagaseta C (2011) Deformation and consolidation around encased stone columns. Geotext Geomembr 29(3):268–276

    Article  Google Scholar 

  8. Mir BA (2010) Study of the influence of smear zone around sand compaction pile on properties of composite ground. Ph.D. Thesis, IIT Bombay

  9. Juneja A, Mir BA, Parihar A (2011) Effects of sand compaction pile installation in model clay beds. Int J Geotech Eng 5(2):199–209. https://doi.org/10.3328/IJGE.2011.05.02.199-209

    Article  Google Scholar 

  10. Juneja A, Mir BA, Roshan NS (2013) Effect of the smear zone around SCP improved composite samples tested in the laboratory. Int J Geomech 13(1):16–25. https://doi.org/10.1061/(ASCE)GM.1943-5622.0000169

    Article  Google Scholar 

  11. Debnath P, Dey AK (2017) Bearing capacity of geogrid reinforced sand over encased stone columns in soft clay. Geotext Geomembr 45:653–664

    Article  Google Scholar 

  12. Alamgir M, Miura N, Poorooshasb HB, Madhav MR (1996) Deformation analysis of soft ground columnar inclusions. Comput Geotech 18(4):261–290

    Article  Google Scholar 

  13. Rajagopal K, Mohapatra S R (2016) Behaviour of geosynthetic encased granular columns under vertical and lateral loading. 6th Asian Regional Conference on Geosynthetics-Geosynthetics for Infrastructure Development New Delhi, India, 8–11

  14. Hung WY, Lee CJ, Tran PD (2017) Centrifuge shaking table tests on effect of vertical drain systems for liquefied soil. J Vibro Eng 19(1):458–467

    Article  Google Scholar 

  15. Gniel J, Bouazza A (2009) Improvement of soft soils using geogrid encased stone columns. Geotext Geomembr 27(3):167–175

    Article  Google Scholar 

  16. Murugesan S, Rajagopal K (2010) Studies on the behavior of single and group of geosynthetic encased stone column. J Geotech Geoenviron Eng 136:129–139

    Article  Google Scholar 

  17. Almeida MS, Hosseinpour I, Riccio M, Alexiew D (2015) Behavior of geotextile-encased granular columns supporting test embankment on soft deposit. J Geotech Geoenviron Eng 141(3):04014116

    Article  Google Scholar 

  18. Mohapatra SR, Rajagopal K, Sharma J (2016) Direct shear test on geosynthetic-encased granular columns. Geotext Geomembr 44:396–405

    Article  Google Scholar 

  19. McKelvey D, Sivakumar V, Bell A, Graham J (2004) Modelling vibrated stone columns in soft clay. Proc Inst Civil Eng Geotech Eng 157(3):137–149

    Article  Google Scholar 

  20. Ambily AP, Gandhi SR (2004) Experimental and theoretical evaluation of stone column in soft clay. ICGGE, 2004(1): 201–206

  21. Sivakumar V, McKelvey D, Graham J, Hughes D (2004) Triaxial tests on model sand columns in clay. Can Geotech J 41(2):299–312

    Article  Google Scholar 

  22. Black J, Sivakumar V, McKinley JD (2007) Performance of clay samples reinforced with vertical granular columns. Can Geotech J 44(1):89–95

    Article  Google Scholar 

  23. Murugesan S, Rajagopal K (2006) Geosynthetic-encased stone columns: numerical evaluation. Geotext Geomembr 24:349–358

    Article  Google Scholar 

  24. Malarvizhi SN, Ilamparuthi K (2007) Comparative study on the behavior of encased stone column and conventional stone column. Soils Found 47:873–885

    Article  Google Scholar 

  25. Andreou P, Frikha W, Frank R, Canou J, Papadopoulos V, Dupla JC (2008) Experimental study on sand and gravel columns in clay. Proc ICE–Ground Improv 161:189–198

    Article  Google Scholar 

  26. Najjar SS, Sadek S, Maakaroun T (2010) Effect of sand columns on the undrained load response of soft clays. J Geotech Geoenviron Eng 136:1263–1277

    Article  Google Scholar 

  27. Ghazavi M, Afshar JN (2013) Bearing capacity of geosynthetic encased stone columns. Geotext Geomembr 38:26–36

    Article  Google Scholar 

  28. Schnaid F, Winter D, Silva AEF, Alexiew D, Kuster V, Hebmuller A (2014) Geotextile encased columns (GEC) under bridge approaches as a pressure-relief system: concept, experience and measurements. In: 10th International Conference on Geosynthetics, Berlin, Germany

  29. Frikha W, Taunekti F, Kaffel W, Bouassida M (2015) Experimental study for the mechanical characterization of Tunis soft soil reinforced by a group of sand column. Soils Found 65:181–191

    Article  Google Scholar 

  30. Chen JF, Wang XT, Xue JF, Zeng Y, Feng SZ (2018) Uniaxial compression behavior of geotextile encased stone columns. Geotext Geomembr 46(3):277–283

    Article  Google Scholar 

  31. Farah RE, Nalbantoglu Z (2020) Behaviour of geotextile encased single stone column in soft soils. Arab J Sci Eng 45:3877–3890

    Article  Google Scholar 

  32. Barksdale RD, Bachus CR (1983) Design and construction of stone columns. vol I. FHWA/RD-83/026; SCEGIT-83–104. Turner-Fairbank Highway Research Center

  33. Rashma RSV, Shivashankar R, Jayalekshmi BR (2018) Behaviour of reinforced stone columns subjected to static shear loading conditions. Int J Eng Technol 7(4):6928–6933

    Google Scholar 

  34. Cengiz C, Guler E (2018) Seismic behavior of geosynthetic encased columns and ordinary stone columns. Geotext Geomembr 46(1):40–51

    Article  Google Scholar 

  35. Cengiz C, Kilic IE, Guler E (2019) On the shear failure mode of granular column embedded unit cells subjected to static and cyclic shear loads. Geotext Geomembr 47(2):193–202

    Article  Google Scholar 

  36. Rezaei-Hosseinabadi M J, Bayat M, Nadi B, Rahimi A (2021) Utilisation of steel slag as a granular column to enhance the lateral load capacity of soil. Geomech Geoeng, 1–11. https://doi.org/10.1080/17486025.2021.1940315

  37. Nayak NV (1983) Recent advances in ground improvements by stone column. In Proceedings of Indian geotechnical conference, Madras India IGC-83

  38. Fattah MY, Shlash KT, Al-Waily MJ (2013) Experimental evaluation of stress concentration ratio of model stone columns strengthened by additives. Int J Phys Model Geotech 13(3):79–98

    Article  Google Scholar 

  39. ASTM D (2011) Standard test method for direct shear test of soils under consolidated drained conditions. D3080/D3080M 3: 9

  40. Nazariafshar J, Aslani M, Mehrannia N (2020) Experimental study on equivalent shear strength of cohesive soils improved with stone columns by triaxial testing. Amirkabir J Civil Eng 52(9):2191–2210

    Google Scholar 

  41. Christoulas ST, Giannaros CH, Tsiambaos G (1997) Stabilization of embankment foundation by using stone columns. Geotech Geol Eng 15(3):247–258

    Article  Google Scholar 

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Acknowledgements

The authors express the heartfelt gratitude towards the authorities of NIT Srinagar, notably the Department of Civil Engineering, for helping us in the execution of this work at the institute.

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First author: Testing, data analysis, and drafting of paper. Second author: Supervising, reviewing and editing.

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Correspondence to Sabreena Mohammad.

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Mohammad, S., Mir, B.A. Strength Behaviour of Granular Column-Reinforced Soft Soil Subjected to Lateral Shear Loading. Indian Geotech J 52, 1450–1463 (2022). https://doi.org/10.1007/s40098-022-00652-w

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