Abstract
Expansive soils exhibit volume-change behaviour on exposure to moisture changes due to the presence of the montmorillonite mineral. The swell–shrink behaviour of these soils could lead to instability of the structures found on them, specifically the light-weight structures and pavements. Chemical stabilisation of expansive soils has always proven to be more successful in mitigation of swelling, compared to other methods of removal, replacement, and structural alterations. The present study focuses on the behaviour of a representative expansive soil treated with a conventional inorganic additive (lime) and less explored additives like calcium chloride and magnesium hydroxide, with a view to understand the effect of functional group of the inorganic additives in curtailing the swelling behaviour of the soil. The phenomenon of stabilisation is compared in terms of index and engineering properties based on the quantity of additives and curing period adopted. The macrostructural properties are evaluated through the changes in the plasticity characteristics, stress–strain behaviour, swell and permeability properties. The microstructural aspects of the treated soils are determined in terms of specific surface area, pore size measurements and minerology. Microlevel and macrostructural parameters are correlated to understand the soil-additive interaction and to quantify the extent of stabilisation and permanence of the additive induced changes. The lime and Mg(OH)2-treated samples effectively alleviate plasticity characteristics of the soil. However, strength of the lime-amended soil gets significantly improved, contributing to nearly 180% increase in strength compared to 100% and 45% increase for CaCl2- and Mg(OH)2-amended soils. Further, the additives also completely nullify the swelling phenomenon. The microstructure properties, SSA and pore size of the treated soils are concomitant with the macrolevel properties, such as permeability, swell and strength characteristics of treated soils, which further confirm the particle orientation of the soil on additive amendment. These analyses give a clear understanding of the orientation of the soil fabric, which dominates the overall behaviour of the soil-additive composites.
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References
Chen FH (1988) Foundations on expansive soils. Elsevier, Amsterdam
Mitchell JK (1993) A text book on fundamentals of soil behaviour, 2nd edn. Wiley, New Delhi
Cernica JN (1995) Geotechnical engineering: foundation design. Wiley, New York
Popescu ME (1986) A comparison between the behaviour of swelling and of collapsing soils. Eng Geol 23:145–163
Sebesta S (2002) Investigation of maintenance base repairs over expansive soils: year 1 report. Texas Transportation Institute, Texas A & M University System, Texas.
Dash SK, Hussain M (2015) Influence of lime on shrinkage behaviour of soils. J Mater Civ Eng 27:04015041
Katti VM, Seshagiri Rao T (1979) Chemical characteristics of some salt-affected soils in the Ghataprabha 27 Left Bank Area, Karnataka. Madras Agric J 66(3):192–194
Al-Rawas AA, Hago AW, Al-Sarmi H (2005) Effect of lime, cement and sarooj (Artificial Pozzolan) on the swelling potential of an expansive soil from Oman. Build Environ 40:681–687
McCoy WJ (1971) Use of waste kiln dust for soil consolidation. Lehigh Portland Cement Company, Allentown
Nelson JD, Miller JD (1992) Expansive soils: problems and practice in foundation and pavement engineering. Wiley, Hoboken
Zaman M, Laguros JG, Sayah A (1992) Soil stabilisation using cement kiln dust proceedings of the 7th international conference on expansive soils, Dallas, pp 347–351
Basma AA, Al-Rawas AA, Al-Saadi SN, Al-Zadjali TF (1998) Stabilisation of expansive clays in Oman. Environ Eng Geosci 4:503–510
Rogers CD, Glendinning S (2000) Lime requirement for stabilization. Transportation Research Record, No. 1721, Transportation Research Board, National Research Council, Washington, DC, pp 9–18
Bell FG (1988) Stabilisation and treatment of clay soils with lime. Part 1-Basic Principles. Ground Eng 21:10–15
Holtz WG, Bara JP (1965) Comparison of expansive clays in the central valley California. In: Proc., 1st Int. research and engineering. on expansive clay soils, Texas A&M University Press, Texas, pp 120–151
Snethen DR (1979) An evaluation of methodology for prediction and minimization of detrimental volume change of expansive soils in highway subgrades. Research Rep., vol. 1, Prepared for Federal Highway Administration, Washington
O’Neill MW, Poormoayed N (1980) Methodology for foundations on expansive clays. J Geotechnol Eng Div 106:1345–1367
Boardman DI, Glendinning S, Rogers CDF (2001) Development of stabilisation and solidification in lime–clay mixes. Geotechnique 51:533–543
Sherwood PT (1993) Soil stabilisation with cement and lime. HMSO, London
Greaves HM (1996) An introduction to lime stabilisation. In: Proceedings, seminar on lime stabilisation, pp 5–12
Thompson MR, Robnett QL (1976) Pressure injected lime for treatment of swelling soils. One of the Four Rep. Prepared for the 54th Annual Meeting of TRB. Transp Res Rec 568:24–34
Katti RK, Kulkarni KR, Radhakrishnan N (1966) cResearch on black cotton soils without and with inorganic additives. Indian Roads Congr Road Res Bull 10:1–97
Desai ID, Oza BN (1977) Influence of anhydrous calcium chloride on the shear strength of expansive soil. In: Proceedings of the 1st national symposium on expansive soils, HBTI-Kanpur, India, pp 4-1–4-5
Hausman MR (1990) Engineering principles of ground modification. McGraw-Hill, New Delhi, India
Van Olphen H (1965) Thermodynamics of interlayer adsorption of water in clays. I-Sodium Vermiculite J Colloid Sci 20:822–837
Jamil M, Niranjan HS (1977) Influence of exchangeable cations on consolidation characteristics of black cotton soil. In: Proceedings of 1st national symposium on expansive soils, HBTI-Kanpur, India, pp 5-1–5-5
Tan KH (1982) Principles of soil chemistry. Marcel Dekker, New York
Xeidakis GS (1996) Stabilisation of swelling clays by Mg(OH)2. Factors affecting hydroxy-Mg-interlayering in swelling clays. Eng Geol 44:93–106
Keren R, Gast RG, Barnhisel RI (1977) Ion exchange reactions in nondried chambers montmorillonite hydroxy-aluminum complexes. Soil Sci Soc Am J 41:34–39
Keren R (1991) Specific effect of magnesium on soil erosion and water infiltration. Soil Sci Soc Am J 55:783–787
Brunauer SP, Emmett H, Teller E (1938) Adsorption of gas in multimolecular layers. J Am Chem Soc 60:309–319
IS 1498 (1970): Classification and identification of soils for general engineering purposes [CED 43: Soil and Foundation Engineering]
IS 2720 (1989) Compendium of Indian standards on soil engineering. Bureau of Indian Standards, New Delhi
Sridharan A, Sivapullaiah PV (2005) Mini compaction test apparatus for fine grained soils. J Test Eval ASTM 28:240–246
IS 2720-40 (1977) Indian Standard code of practice for method of test for soils—Determination of free swell index of soils
IS 2720-10 (1991) Methods of test for soils, Part 10: Determination of unconfined compressive strength [CED 43: Soil and Foundation Engineering]
IS 2720-41 (1977) Indian Standard code of practice for Method of test for soils. Measurement of swelling pressure of soils
Fang HY, Daniels JN (2006) Introductory geotechnical engineering. Taylor and Francis, London
Brown G, Brindley GW (1980) X-ray diffraction procedures for clay minerals identification in crystal structure of clay minerals and their X-ray identification. Mineralogical Society, London, pp 305–359
Shi B, Zhibin L, Yi C, Xiaoping Z (2007) Micropore structure of aggregates in treated soils. J Mater Civ Eng 19:99–104
Langmuir I (1918) The adsorption of gases on plane surfaces of glass, mica, and platinum. J Am Chem Soc 40:1362–1403
Carrott PJM, Roberts RA, Sing KS (1987) Adsorption of nitrogen by porous and non-porous carbons. Carbon 25:59–68
Horvath G, Kawazoe K (1983) Method for the calculation of effective pore size distribution in molecular sieve carbon. J Chem Eng 16:470–475
Barret EP, Joyner LG, Hallenda PP (1951) The determination of pore volume and area distributions in porous substances. Computations from nitrogen isotherms. J Am Chem Soc 73:373–380
Sridharan A (1990) Engineering behaviour of soil—a fundamental approach. In: Indian Geotechnical society’s 13th annual IGS lecture, Bombay
Lambe TW (1960) Compacted clay: engineering behaviour. Trans ASCE 125:718–741
Ingles OG, Metcalf JB (1972) Soil stabilisation. Butterworth, Sydney
Abdullah WS, Alshibli KA, Al-Zoubi MS (1999) Influence of pore water chemistry on the swelling behaviour of compacted clays. Appl Clay Sci 15:447–462
Rogers CDF, Glendinning S (1997) Improvement of clay soils using lime piles. Eng Geol 47:243–257
Sridharan A, Prakash K (2000) Classification procedures for expansive soils. Proc Inst Civ Eng Geotech Eng 143:235–240
Phanikumar BR (2009) Effect of lime and fly ash on swell, consolidation, and shear strength characteristics of an expansive soil: comparative study. Geomech Eng 4:175–181
Verhasselt A (1996) Use of lime in hot mix asphalt in Belgium. In: Presented at the Lhoist conference on lime in HMA, Brussels, Belgium
Croft JB (1967) The influence of soil mineralogical composition on cement stabilisation. Geotechnique 17:119–135
Rao SM, Thyagaraj T (2007) Role of direction of salt migration on the swelling behaviour of compacted clays. Appl Clay Sci 38:113–129
Bhuvaneshwari S, Robinson R, Gandhi S (2010) Micro-fabric and mineralogical studies on the stabilisation of an expansive soil using inorganic additives. Int J Geotech Eng 4:395–405. https://doi.org/10.3328/IJGE.2010.04.03.395-405
Ormsby WC, Kinter EB (1973) Strength development and reaction products in lime montmorillonite water system. Public Roads 137:136–148
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Bhuvaneshwari, S., Robinson, R.G. & Gandhi, S.R. Effect of Functional Group of the Inorganic Additives on Index and Microstructural Properties of Expansive Soil. Int. J. of Geosynth. and Ground Eng. 6, 51 (2020). https://doi.org/10.1007/s40891-020-00235-w
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DOI: https://doi.org/10.1007/s40891-020-00235-w