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Lime Stabilization of Soil: A Physico-Chemical and Micro-Mechanistic Perspective

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Abstract

Lime stabilization is a well-established technique to improve the subgrade properties of different soil for pavement construction, despite construction difficulties and its ineffectiveness in certain conditions. However, a greater level of understanding is needed to know the mechanism of alteration in the properties of soils, particularly to longevity potential of ionic interaction. In the present study, mechanism of long-term strength behaviour of lime-treated soil has been brought clearly through alteration in ionic exchange (Ca2+, Mg2+, Na+ and K+), mineralogy and microstructure by performing series of physico-chemical and micro-analyses (XRD, SEM and EDAX). The results revealed that addition of lime to soil influences greatly the concentration of sodium (Na+) and calcium (Ca2+) ions with marginal alteration in potassium (K+) and magnesium (Mg2+) with curing periods. The variation in concentration of Ca2+ with curing periods has attributed to the strong cation exchange reactions at early stage and consumption of calcium in the formation of cementitious compounds with an increase in curing periods. However, concentration of Ca2+ increases after curing for longer periods, indicating the increase in solubility of cementitious compounds. Alterations in mineralogy and microstructure with an increase in curing periods of lime-treated soil substantiate the effect of changes in ionic concentration. Further, a significant increase in the strength up to 28 days and marginal up to 1 year substantiates that variation in Ca2+ and thereby, formation of cementitious compounds control the strength behaviour of lime-treated soil.

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References

  1. Mathew PK, Rao SN (1997) Effect of lime on cation exchange capacity of marine clay. J Geotech Geoenviron Eng 123(2):183–185

    Article  Google Scholar 

  2. Freeboroug BB (1947) Lime treatment permits use of substandard flexible base material. Public Works 78:17–20

    Google Scholar 

  3. Thompson MR (1966) Lime reactivity of tropical and subtropical soils. Highw Res Board Bull 442:105–112

    Google Scholar 

  4. Kulkarni RP (1975) Soil stabilization by early Indian methods. Indian J Hist Sci Calcutta 10(1):9–15

    Google Scholar 

  5. Boardman DI, Glendinning S, Rogers CFD (2001) Development of stabilization and solidification in lime–clay mixes. Geotechnique 51:533–543

    Article  Google Scholar 

  6. Al-Mukhtar M, Lasledj A, Alcover JF (2010) Behaviour and mineralogy changes in lime-treated expansive soil at 20 °C. Appl Clay Sci 50(2):191–198

    Article  Google Scholar 

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

    Article  Google Scholar 

  8. Diamond S, Kinter EB (1965) Mechanisms of soil-lime stabilization. Highw Res Rec 92:83–102

    Google Scholar 

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

    Article  Google Scholar 

  10. Consoli NC, Lopes LDS Jr, Prietto PDM, Festugato L, Cruz RC (2010) Variables controlling stiffness and strength of lime-stabilized soils. J Geotech Geoenviron Eng 137(6):628–632

    Article  Google Scholar 

  11. Hilt GH, Davidson DT (1960) Lime fixation in clayey soils. Highw Res Board Bull 262:20–32

    Google Scholar 

  12. Little DN (1987) Fundamentals of the stabilization of soil with lime. National Lime Association, Arlington

    Google Scholar 

  13. Basma AA, Tuncer ER (1991) Effect of lime on volume change and compressibility of expansive clays. Transp Res Rec 1295:52–61

    Google Scholar 

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

    Google Scholar 

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

    Article  Google Scholar 

  16. Di Sante M, Fratalocchi E, Mazzieri F, Pasqualini E (2014) Time of reactions in a lime treated clayey soil and influence of curing conditions on its microstructure and behaviour. Appl Clay Sci 99:100–109

    Article  Google Scholar 

  17. Di Sante M, Fratalocchi E, Mazzieri F, Brianzoni V (2015) Influence of delayed compaction on the compressibility and hydraulic conductivity of soil–lime mixtures. Eng Geol 185:131–138

    Article  Google Scholar 

  18. Osinubi KJ, Nwaiwu CM (2006) Compaction delay effects on properties of lime–treated soil. J Mater Civ Eng 18(2):250–258

    Article  Google Scholar 

  19. Rao SM, Shivananda P (2005) Compressibility behavior of lime–stabilized clay. Geotech Geol Eng 23(3):309–319

    Article  Google Scholar 

  20. Herrin M, Mitchell H (1961) Lime-soil mixtures. Bulletin 304. Highway Research, National Research Council, Washington, DC

  21. Davidson LK, Demirel T, Handy RL (1965) Soil pulveration and lime migration in soil-lime stabilization. Highw Res Rec 92:103–126

    Google Scholar 

  22. Ingles OG, Metcalf JB (1972) Soil stabilization principles and practice, vol 11. Butterworths Pty. Limited, Sydney 

    Google Scholar 

  23. National Lime Association (2006) Technical brief: mixture design and testing procedures for lime stabilized soil. http://www.lime.org

  24. Ramesh HN, Siva Mohan M, Sivapullaiah PV (1999) Improvement of strength of fly ash with lime and sodium salts. Proc Inst Civ Eng-Ground Improv 3(4):163–167

    Article  Google Scholar 

  25. Sivapullaiah PV, Sridharan A, Bhaskar Raju KV (2000) Role of amount and type of clay in the lime stabilization of soils. Proc Inst Civ Eng-Ground Improv 4(1):37–45

    Article  Google Scholar 

  26. Rogers CDF, Boardman DI, Papadimitriou G (2006) Stress path testing of realistically cured lime and lime/cement stabilized clay. J Mater Civ Eng 18(2):259–266

    Article  Google Scholar 

  27. Jha AK, Sivapullaiah PV (2015) Mechanism of improvement in the strength and volume change behavior of lime stabilized soil. Eng Geol 198:53–64

    Article  Google Scholar 

  28. Arabi M, Wild S (1986) Microstructural development in cured soil-lime composites. J Mater Sci 21(2):497–503

    Article  Google Scholar 

  29. Wild S, Arabi M, Leng-Ward G (1986) Soil-lime reaction and microstructural development at elevated temperatures. Clay Miner 21(3):279–292

    Article  Google Scholar 

  30. Muzahim Al-Mukhtar, Suhail Khattab, Jean-Francois Alcover (2012) Microstructure and geotechnical properties of lime-treated expansive clayey soil. Eng Geol 139(2012):17–27

    Google Scholar 

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

    Google Scholar 

  32. Rao Sudhakar M, Asha K (2012) Activation of fly ash–lime reactions: kinetic approach. J Mater Civ Eng 24(8):1110–1117

    Article  Google Scholar 

  33. Mitchell JK (1986) Practical problems from surprising soil behavior. J Geotech Eng 112(3):259–289

    Article  Google Scholar 

  34. Peethamparan S, Olek J, Diamond S (2009) Mechanism of stabilization of Na-montmorillonite clay with cement kiln dust. Cem Concr Res 39(7):580–589

    Article  Google Scholar 

  35. Bureau of Indian Standards (first revision) IS 2720 (Part 10) (1973) Methods of test for soils: determination of unconfined compressive strength. New Delhi India

  36. Sridharan A, Sivapullaiah PV (2005) Mini compaction test apparatus for fine grained soils. Geotech Test J 28(3):1–7

    Google Scholar 

  37. Chittoori BCS (2008) Clay mineralogy effects on long-term performance of chemically treated expansive clays. Ph.D. dissertation Univ. of Texas at Arlington TX 326

  38. JCPDS (1999) Joint Committee for Powder Diffraction Studies International Centre for Diffraction Data (ICDD). The Powder Diffraction File Newtown Square Pa

  39. Zhao H, Liu J, Guo J, Zhao C, Gong BW (2014) Reexamination of lime stabilization mechanisms of expansive clay. J Mater Civ Eng 27(1):04014108

    Article  Google Scholar 

  40. Sharma NK, Swain SK, Sahoo UC (2012) Stabilization of a clayey soil with fly ash and lime: a micro- level investigation. Geotech Geol Eng 30(5):1197–1205

    Article  Google Scholar 

  41. Sridharan A, Prashanth JP, Sivapullaiah PV (1997) Effect of fly ash on the unconfined compressive strength of black cotton soil. Proc ICE—Ground Improv 1(3):169–175

    Article  Google Scholar 

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Acknowldegement

Authors would like to thank esteemed reviewers and editor for critical review of the paper and for their valuable comments to improve the quality of the paper.

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Authors and Affiliations

  1. Manipal University Jaipur, Jaipur, India

    Arvind Kumar Jha

  2. GITAM University Bangalore, Bangalore, India

    P. V. Sivapullaiah

  3. Indian Institute of Science, Bangalore, India

    Arvind Kumar Jha & P. V. Sivapullaiah

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  1. Arvind Kumar Jha
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  2. P. V. Sivapullaiah
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Correspondence to Arvind Kumar Jha.

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Jha, A.K., Sivapullaiah, P.V. Lime Stabilization of Soil: A Physico-Chemical and Micro-Mechanistic Perspective. Indian Geotech J 50, 339–347 (2020). https://doi.org/10.1007/s40098-019-00371-9

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  • DOI: https://doi.org/10.1007/s40098-019-00371-9

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