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Effect of Sulphate Contamination on Lime-Stabilized Black Cotton Soil

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Ground Improvement Techniques

Abstract

Chemical stabilization using lime is considered as a suitable practice to suppress the swelling and shrinkage behaviour of expansive soils. However, several distress encountered throughout the world in lime-stabilized sulphatic soil is mainly due to the generation of heave which leads to the questioning of the effectiveness of lime stabilization. An attempt has been made in the present study to examine the physical and swell behaviour of lime-stabilized expansive soil under sulphate contamination. Detail experimental investigations have been done on untreated and lime-treated soil contaminating with varying concentrations of sodium sulphate (0–30000 ppm). The results revealed that sulphate contamination influences significantly the swell index of soil. Irrespective of sulphate concentration, the swell index of lime-treated soil is observed to be more than that of the same with untreated soil. The formation of expansive mineral, i.e. ettringite results in swell in lime-treated soil.

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References

  1. Sivapullaiah PV, Sankara G, Allam MM (2010) Mineralogical changes and geotechnical properties of an expansive soil interacted with caustic solution. Environ Earth Sci 60(6):1189–1199

    Article  Google Scholar 

  2. Bell FG (1988) Stabilization and treatment of clay soils with lime part 1. Basic principles. Ground Eng 21:10–15

    Google Scholar 

  3. Mitchell JK (1993) Fundamentals of soil behaviour. Wiley, New York

    Google Scholar 

  4. Jha AK, Sivapullaiah PV (2019) Lime stabilization of soil: a physico-chemical and micro-mechanistic perspective. Indian Geotech J, 1–9

    Google Scholar 

  5. Jha AK, Sivapullaiah PV (2017) Physical and strength development in lime treated gypseous soil with fly ash—Micro-analyses. Appl Clay Sci 145:17–27

    Article  Google Scholar 

  6. Bell FG (1996) Lime stabilization of clay minerals and soils. Eng Geol 42(4):223–237

    Article  Google Scholar 

  7. Castro-Fresno D, Movilla-Quesada D, Vega-Zamanillo Á, Calzada-Pérez MA (2011) Lime stabilization of bentonite sludge from tunnel boring. Appl Clay Sci 51(3):250–257

    Article  Google Scholar 

  8. Okyay US, Dias D (2010) Use of lime and cement treated soils as pile supported load transfer platform. Eng Geol 114(1):34–44

    Article  Google Scholar 

  9. Sherwood P (1993) Soil stabilization with cement and lime. State of the art review. Transport Research Laboratory, HMSO, London

    Google Scholar 

  10. Kavak A, Akyarlı A (2007) A field application for lime stabilization. Environ Geol 51(6):987

    Article  Google Scholar 

  11. Harichane K, Ghrici M, Kenai S, Grine K (2011) Use of natural pozzolana and lime for stabilization of cohesive soils. Geotech Geol Eng 29(5):759

    Article  Google Scholar 

  12. Hunter D (1988) Lime-induced heave in sulfate-bearing clay soils. J Geotech Eng 114(2):150–167

    Article  Google Scholar 

  13. Little DN, Nair S, Herbert B (2009) Addressing sulfate-induced heave in lime treated soils. J Geotech Geoenviron Eng 136(1):110–118

    Article  Google Scholar 

  14. Mitchell JK, Dermatas D (1992) Clay soil heave caused by lime sulfate reactions. Innovations and uses for lime, 41–64

    Google Scholar 

  15. Puppala AJ, Wattanasanticharoen E, Punthutaecha K (2005) Experimental evaluations of stabilization methods for sulphate-rich expansive soils. Gr. Improv. 9:89–90

    Article  Google Scholar 

  16. Dash SK, Hussain M (2011) Lime stabilization of soils: reappraisal. J Mater Civ Eng 24(6):707–714

    Article  Google Scholar 

  17. Kinuthia JM (1997) Property changes and mechanisms in lime-stabilised kaolinite in the presence of metal sulphates. Ph.D. dissertation, Univ. of Glamorgan, Trefforest, Wales, UK

    Google Scholar 

  18. Mehra SR, Chadda LR, Kapur RN (1955) Role of detrimental salts in soil stabilization with and without cement. Indian Concr J 29:336–337

    Google Scholar 

  19. Mehta PK (1973) Mechanism of expansion associated with ettringite formation. Cem Concr Res 3(1):1–6

    Article  Google Scholar 

  20. Raja PSK, Thyagaraj T (2019) Effect of short-term sulphate contamination on lime-stabilised expansive soil. Int J Geotech Eng. https://doi.org/10.1080/19386362.2019.1641665

  21. Gaily AHM (2012) Engineered Behaviour of lime treated high sulphate soils. MS Thesis, UT Arlington

    Google Scholar 

  22. Shivanshi J, Kumar A, Jain AK. Swell behaviour of lime treated soil under sulphate contamination. Proceedings of the XVII ECSMGE-2019 Geotechnical Engineering foundation of the future ISBN 978–9935-9436-1-3. https://doi.org/10.32075/17ecsmge-2019-0570

  23. Bureau of Indian standards IS 2720 (Part 4): Methods of test for soils: grain size analysis. New Delhi (1985)

    Google Scholar 

  24. Bureau of Indian Standards (second revision) IS 2720, (Part 3/Set 1): Methods of test for soils: Determination of specific gravity. New Delhi, India (1980)

    Google Scholar 

  25. Bureau of Indian Standards (second revision) IS 2720, (Part 5): Methods of test for soils: Determination of liquid limit and plastic limit. New Delhi, India (1985)

    Google Scholar 

  26. Bureau of Indian Standards (first revision) IS 2720 (Part 6): Methods of test for soils: determination of shrinkage factors. New Delhi, India (1972)

    Google Scholar 

  27. Sridharan A, Sivapullaiah PV (2005) Mini compaction test apparatus for fine grained soils. Geotech Test J 28(3):240–246

    Google Scholar 

  28. Bureau of Indian Standards IS 2720, (Part 40): Methods of test for soils: determination of free swell index of soil. New Delhi, India (1977)

    Google Scholar 

  29. Madejova J, Komadel P (2001) Baseline studies of the clay minerals society source clays: infrared methods. Clays Clay Miner 49(5):410–432

    Article  Google Scholar 

  30. Eisazadeh A, Kassim KA, Nur H (2012) Solid-state NMR and FTIR studies of lime stabilized montmorillonitic and lateritic clays. Appl Clay Sci 67:5–10

    Article  Google Scholar 

  31. Van der Marel HW, Beutelspacher H (1976) Atlas of infrared spectroscopy of clay minerals and their admixtures. Elsevier Publishing Company

    Google Scholar 

  32. Al-Mukhtar M, Lasledj A, Alcover JF (2014) Lime consumption of different clayey soils. Appl Clay Sci 95:133–145

    Google Scholar 

  33. Jha AK, Sivapullaiah PV (2015) Susceptibility of strength development by lime in gypsiferous soil—A micro mechanistic study. Appl Clay Sci 115:39–50

    Article  Google Scholar 

  34. Sudo T, Shimoda S (1970) Differential thermal analysis, edit. RC Mackenzie, 539–551

    Google Scholar 

  35. Eades JL, Grim RE (1966) A quick test to determine lime requirements of lime stabilization. Highw Res Rec 139:61–72

    Google Scholar 

  36. Holtz WG, Gibbs HJ (1956) Engineering properties of expansive clays. Trans Am Soc Civ Eng 121:641–677

    Article  Google Scholar 

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Correspondence to Arvind Kumar Jha .

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Shivanshi, Jha, A.K., Jain, A.K., Akhtar, M.P. (2021). Effect of Sulphate Contamination on Lime-Stabilized Black Cotton Soil. In: Sitharam, T.G., Parthasarathy, C.R., Kolathayar, S. (eds) Ground Improvement Techniques. Lecture Notes in Civil Engineering, vol 118. Springer, Singapore. https://doi.org/10.1007/978-981-15-9988-0_6

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  • DOI: https://doi.org/10.1007/978-981-15-9988-0_6

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