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Understanding the role of Ca2+, Na+ on swelling behaviour of natural expansive soils: a field application perspective

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Abstract

Swelling behaviour is the prime hindrance for effective utilization of expansive soils as a geomaterial. To alleviate such behaviour, stabilization with a suitable additive is essential. However, the current practice of additive and stabilization selection technique to treat the expansive soils predominantly relies on geotechnical properties, in particular on consistency limits. The present paper aims at demonstrating the role of chemical constituents on swelling properties in a comprehensive way. Elaborate tests to determine the swelling and chemical constituents are carried out, and based on the obtained results, interrelations between them are developed. The analysis of results revealed the maximum swelling occurrence at NaT of 0.4–0.7%, CaT of 4–5.5%, total CEC of 45–70 meq/100 g, and (Ca/Na)T of 15.75, respectively. The results portray that swelling in clays is minimal when NaT < 0.2%, CaT > 5.5%, and total CEC < 20 meq/100 g, delineating a fact that additive selection is highly effectual and economical for those soils that comprise constituents in these prescribed limits. The results provided in the study fetch two major benefits: first, likely avoidance of overdose usage of stabilizer content, and second, economization of the cost of stabilization by predicting the most appropriate additive. Such kind of in-depth studies is indeed imperative to decide the direct applicability or to choose an appropriate stabilizer to amend expansive soils, such that the treated soil qualifies as a geomaterial in the construction of earthen structures.

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References

  • Abd-Allah AMA, Dawood YH, Awad SA, Agila WA (2009) Mineralogical and chemical compositions of shallow marine clays, East of Cairo, Egypt: A geotechnical perception. J King Abdulaziz Univ Earth Sci 20(1):141–166

    Article  Google Scholar 

  • Adem HH, Vanapalli SK (2013) Constitutive modeling approach for estimating1-Dheave with respect to time for expansive soils. Int J Geotech Eng 7(2):199–204

    Article  Google Scholar 

  • Agus SS, Schanz T (2008) A method for predicting swelling pressure of compacted bentonites. Acta Geotech 3(2):125–137

    Article  Google Scholar 

  • Agus SS, Arifin YF, Tripathy S, Schanz T (2012) Swelling pressure–suction relationship of heavily compacted bentonite–sand mixtures. Acta Geotech 8(2):155–165

    Article  Google Scholar 

  • Allam MM, Sridharan S (1981) Effect of wetting and drying on shear strength. J Soil Mech Found Div 107(4):421–438

    Google Scholar 

  • ALS (2021) Schedule of services & fees: GEOCHEMISTRY. ALS Minerals, Reno

    Google Scholar 

  • Arnepalli DN, Shanthakumar S, Rao BH, Singh DN (2008) Comparison of methods for determining specific-surface area of fine-grained soils. Geotech Geol Eng 26(2):121–132

    Article  Google Scholar 

  • ASTM C837-81 (1988) Standard test methods of methylene blue index of clay. ASTM International, West Conshohocken

    Google Scholar 

  • ASTM D4318 (2000) Standard test methods for liquid limit, plastic limit, and plasticity index of soils. ASTM International, West Conshohocken

    Google Scholar 

  • ASTM D1452 (2016) Standard practice for soil exploration and sampling by auger borings. ASTM International, West Conshohocken

    Google Scholar 

  • ASTM D2487 (2017) Standard practice for classification of soils for engineering purposes (Unified Soil Classification System). ASTM International, West Conshohocken

    Google Scholar 

  • ASTM D7928 (2017) Standard test method for particle-size distribution (Gradation) of fine-grained soils using the sedimentation (Hydrometer) analysis. ASTM International, West Conshohocken

    Google Scholar 

  • Baranowski R, Rybak A, Baranowska I (2002) Speciation analysis of elements in soil samples by XRF. Pol J Environ Stud 11(5):473–482

    Google Scholar 

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

    Article  Google Scholar 

  • Briaud JL, Zhang X, Moon S (2003) Shrink test-water content method for shrink and swell predictions. J Geotech Geoenviron Eng 129(7):590–600

    Article  Google Scholar 

  • Chavali RVP, Ponnapureddy HPR (2018) Swelling and compressibility characteristics of bentonite and kaolin clay subjected to inorganic acid contamination. Int J Geotech Eng 12(5):500–506

    Article  Google Scholar 

  • Chen FH (1975) Foundations on expansive soils. Elsevier Science, Amsterdam

    Google Scholar 

  • Cheng Y, Wang S, Li J, Huang X, Li C, Wu J (2018) Engineering and mineralogical properties of stabilized expansive soil compositing lime and natural pozzolans. Constr Build Mater 187:1031–1038

    Article  Google Scholar 

  • Chittoori B (2008) Clay mineralogy effects on long-term performance of chemically treated expansive clays. PhD Thesis. The University of Texas at Arlington, Arlington

  • Chittoori BCS, Puppala AJ, Pedarla A (2018) Addressing clay mineralogy effects on performance of chemically stabilized expansive soils subjected to seasonal wetting and drying. J Geotech Geoenviron Eng 144(1):04017097

    Article  Google Scholar 

  • Daniel DE (1993) Clay liners. In: Daniel, D.E. (eds) Geotechnical practice for waste disposal. Springer, Boston, pp 137–163

  • El-shater A, Khashab MA, El-Sherif MA, Abu Seif ES (2019) Geological and engineering characteristics of expansive soils in western desert, Egypt. Civil Eng Res J 7(2)

  • Eyo EU, Ng’ambi S, Abbey SJ (2019) Effect of intrinsic microscopic properties and suction on swell characteristics of compacted expansive clays. Transp Geotech 18:124–131

    Article  Google Scholar 

  • Foster MD (1954) The relation between composition and swelling in clays. Clays Clay Miner 3(1):205–220

    Article  Google Scholar 

  • Guney Y, Sari D, Cetin M, Tuncan M (2007) Impact of cyclic wetting–drying on swelling behavior of lime-stabilised soil. Build Environ 42(2):681–688

    Article  Google Scholar 

  • Hakami BA, Seif ESSA (2019) Geotechnical aspects and associated problems of Al-Shuaiba Lagoon soil, Red Sea coast, Saudi Arabia. Environ Earth Sci 78(5):158

    Article  Google Scholar 

  • He Y, Ye WM, Chen YG, Cui YJ (2018) Effects of K+ solutions on swelling behavior of compacted GMZ bentonite. Eng Geol 249:241–248

    Article  Google Scholar 

  • Holder CF, Schaak RE (2019) Tutorial on powder X-ray diffraction for characterizing nano scale materials. ACS Nano 13(7):7359–7365

    Article  Google Scholar 

  • IS 1498 (1970) Indian standard for classification and identification of soils for general engineering purposes. Bureau of Indian Standards, New Delhi

    Google Scholar 

  • IS 2720–Part 1 (1983) Preparation of dry soil samples for various tests. Bureau of Indian Standards, New Delhi

    Google Scholar 

  • IS 2720–Part XL (1977) Determination of free swell index of soils. Bureau of Indian Standards, New Delhi

    Google Scholar 

  • JNC (2000) H12: Project to establish the scientific and technical basis for HLW disposal in Japan, Supporting Report 2, Repository Design and Engineering Technology. JNC TN1410 2000-003, D38-D42

  • Kariuki PC, van der Meer F (2004) A unified swelling potential index for expansive soils. Eng Geol 72(1–2):1–8

    Article  Google Scholar 

  • Kaufhold S, Dohrmann R (2010) Stability of bentonites in salt solutions II. Potassium chloride solution-Initial step of illitization? Appl Clay Sci 49(3):99–107

    Article  Google Scholar 

  • Khattab S, Al-Mukhtar M, Fleureau J (2007) Long-Term stability characteristics of a lime-treated plastic soil. J Mater Civil Eng 19(4):358–366

    Article  Google Scholar 

  • Komine H (2004) Simplified evaluation for swelling characteristics of bentonites. Eng Geol 71(3–4):265–279

    Article  Google Scholar 

  • Komine H, Yasuhara K, Murakami S (2009) Swelling characteristics of bentonites in artificial seawater. Can Geotech J 46(2):177–189

    Article  Google Scholar 

  • Krishnan KD, Ravichandran PT, Reddy PS (2019) Strength and swelling characteristics of expansive soils treated with calcium carbide residue. In: International Conference on intelligent computing and applications. Springer, Singapore, pp 73–78

  • Kumar K, Solanki AJ (2017) Evaluation of RBI Grade 81 for stabilization of expansive soil as sub-grade material. Mater Today Proc 4:9737–9741

    Article  Google Scholar 

  • Kumar A, Walia B, Bajaj A (2007) Influence of fly ash, lime, and polyester fibers on compaction and strength properties of expansive soil. J Mater Civ Eng 19(3):242–248

    Article  Google Scholar 

  • Lee JO, Lim JG, Kang IM, Kwon S (2012) Swelling pressures of compacted Ca-bentonite. Eng Geol 129:20–26

    Article  Google Scholar 

  • Li J, Cameron DA, Ren G (2014) Case study and back analysis of a residential building damaged by expansive soils. Comp Geotech 56:89–99

    Article  Google Scholar 

  • Lin B, Cerato AB (2011) The role of micro-scale properties in the study of expansive soils. In: Proceedings of GeoFrontiers, pp 4129–4136

  • Lin B, Cerato AB (2012) Prediction of expansive soil swelling based on four micro-scale properties. Bull Eng Geol Environ 71(1):71–78

    Article  Google Scholar 

  • Liu X, Buzzi O, Yuan S, Mendes J, Fityus S (2016) Multi-scale characterization of retention and shrinkage behaviour of four Australian clayey soils. Can Geotech J 53(5):854–870

    Article  Google Scholar 

  • Lu N, Dong Y (2017) Correlation between soil-shrinkage curve and water-retention characteristics. J Geotech Geoenviron Eng 143(9):04017054

    Article  Google Scholar 

  • Madsen FT, Müller-Vonmoos M (1989) The swelling behaviour of clays. Appl Clay Sci 4(2):143–156

    Article  Google Scholar 

  • McCallister LD, Petry TM (1992) Leach tests on lime-treated clays. Geotech Test J 15(2):106–114

    Article  Google Scholar 

  • Mehta B, Sachan B (2017) Effect of mineralogical properties of expansive soil on its mechanical behavior. Geotech Geol Eng 35:2923–2934

    Article  Google Scholar 

  • Michette M, Lorenz R, Ziegert C (2017) Clay barriers for protecting historic buildings from ground moisture intrusion. Heritage Sci 5:31

    Article  Google Scholar 

  • Mishra AK, Kumar B, Dutta J (2016) Prediction of hydraulic conductivity of soil bentonite mixture using hybrid-ANN approach. J Environ Inf 27(2):98–105

    Google Scholar 

  • Nalbantoglu Z, Gucbilmez E (2001) Improvement of calcareous expansive soils in semi-arid environments. J Arid Environ 47(4):453–463

    Article  Google Scholar 

  • Okasha TM, Abduljauwad SN (1992) Expansive soil in Al-Madinah, Saudi Arabia. Appl Clay Sci 7(4):271–289

    Article  Google Scholar 

  • Overton DD, Chao KC, Nelson JD (2006) Time rate of heave prediction for expansive soils. In: Proceedings of GeoCongress, Atlanta, GA, USA, pp 1–6

  • Pajak-Komorowska A (2003) Swelling, expansion and shrinkage properties of selected clays in the Mazowsze province, central Poland. Geol Q 47(1):55–62

    Google Scholar 

  • Phanikumar BR (2009) Effect of lime and fly ash on swell, consolidation and shear strength characteristics of expansive clays: a comparative study. Geomech Geoeng 4(2):175–181

    Article  Google Scholar 

  • Phanikumar BR, Nagaraju TV (2018) Effect of fly ash and rice husk ash on index and engineering properties of expansive clays. Geotech Geol Eng 36(6):3425–3436

    Article  Google Scholar 

  • Phanikumar BR, Nagaraju TV (2019) Swell and compressibility of GGBS–clay mixes in lumps and powders: Effect of 4% lime. Indian Geotech J 49(2):161–169

    Article  Google Scholar 

  • Phanikumar BR, Sreedharan R, Aniruddh C (2015) Swell-compressibility characteristics of lime-blended and cement-blended expansive clays–a comparative study. Geomech Geoeng 10(2):153–162

    Article  Google Scholar 

  • Prakash K, Sridharan A (2004) Free swell ratio and clay mineralogy of fine-grained soils. Geotech Test J 27:220–225

    Google Scholar 

  • Rajasekaran G, Rao SN (2002) Permeability characteristics of lime treated marine clay. Ocean Eng 29(2):113–127

    Article  Google Scholar 

  • Rao SM, Ravi K (2015) Influence of initial degree of saturation on swell pressures of compacted Barmer bentonite specimens. Ann Nucl Energy 80:303–311

    Article  Google Scholar 

  • Rao SM, Thyagaraj T (2003) Lime slurry stabilisation of an expansive soil. Proc Inst Civil Eng Geotech Eng 156(3):139–146

    Article  Google Scholar 

  • Rao SM, Reddy BVV, Muttharam M (2001) The impact of cyclic wetting and drying on the swelling behavior of stabilised expansive soils. Eng Geol 60(1–4):223–233

    Article  Google Scholar 

  • Rao BH, Venkataramana K, Singh DN (2011) Studies on the determination of swelling properties of soils from suction measurements. Can Geotech J 48(3):375–387

    Article  Google Scholar 

  • Rao BH, Reddy PS, Mohanty B, Reddy KR (2021) Combined effect of mineralogical and chemical parameters on swelling behaviour of expansive soils. Sci Rep 11(1):1–20

    Article  Google Scholar 

  • Reddy NG, Tahasildar J, Rao BH (2015) Evaluating the influence of additives on swelling characteristics of expansive soils. Int J Geosynth Ground Eng 1:7

    Article  Google Scholar 

  • Reddy PS, Mohanty B, Rao BH (2020) Influence of clay content and montmorillonite content on swelling behavior of expansive soils. Int J Geosynth Ground Eng 6(1):1

    Article  Google Scholar 

  • Reddy PS, Mohanty B, Rao BH (2021) Investigations for chemical parameters effect on swelling characteristics of expansive soils. KSCE J Civ Eng 25(11):4088–4105

    Article  Google Scholar 

  • Samingan AS (2005) An experimental study on hydro-mechanical characteristics of compacted bentonite-sand mixtures. Dissertation, Bauhaus-University Weimar, Jakarta

  • Savage D (2005) The effects of high salinity groundwater on the performance of clay barriers. SKI Report 54

  • Schoonheydt RA, Johnston CT, Bergaya F (2018) 1 - Clay minerals and their surfaces. In: Schoonheydt RA, Johnston CT, Bergaya F (Eds.), Developments in clay science, pp 1–21

  • Seco A, Ramírez F, Miqueleiz L, García B (2011) Stabilization of expansive soils for use in construction. Appl Clay Sci 51(3):348–352

    Article  Google Scholar 

  • Shahsavani S, Vakili AH, Mokhberi M (2020) The effect of wetting and drying cycles on the swelling-shrinkage behavior of the expansive soils improved by nano silica and industrial waste. Bull Eng Geol Environ 79:4765–4781

    Article  Google Scholar 

  • Sharma AK, Sivapullaiah PV (2016) Ground granulated blast furnace slag amended fly ash as an expansive soil stabilizer. Soils Found 56:205–212

    Article  Google Scholar 

  • Shi B, Jiang H, Liu Z, Fang HY (2002) Engineering geological characteristics of expansive soils in China. Eng Geol 67:63–71

    Article  Google Scholar 

  • Sivapullaiah PV, Sitharam TG, Rao KS (1987) Modified free swell index for clays. Geotech Test J 10(2):80–85

    Article  Google Scholar 

  • Sridharan A (1991) Engineering behaviour of fine grained soils a fundamental approach. Indian Geotech J 21(2):133–144

    Google Scholar 

  • Sridharan A, Gurtug Y (2004) Swelling behaviour of compacted fine-grained soils. Eng Geol 72(1–2):9–18

    Article  Google Scholar 

  • Sridharan A, Prakash K (1998) Mechanism controlling the shrinkage limit of soils. Geotech Test J 21(3):240–250

    Article  Google Scholar 

  • Sridharan A, Rao SM, Murthy NS (1986) Liquid limit of montmorillonite soils. Geotech Test J 9:156–159

    Article  Google Scholar 

  • Stalin VK (1995) Factors and mechanisms controlling the index properties and engineering behaviour of soil mixtures. PhD Thesis. IISc Bangalore, India

  • Sun D, Sun W, Fang L (2014) Swelling characteristics of Gaomiaozi bentonite and its prediction. J Rock Mech Geotech Eng 6(2):113–118

    Article  Google Scholar 

  • Tahasildar J, Rao BH (2016) Determination of swelling characteristics using soil water characteristic curve parameter. Indian Geotech J 46(3):319–326

    Article  Google Scholar 

  • Tang AM, Cui YJ, Barnel N (2008) Thermo-mechanical behaviour of a compacted swelling clay. Géotech 58(1):45–54

    Article  Google Scholar 

  • Terzaghi K (1943) Theoretical soil mechanics. Wiley, New York

    Book  Google Scholar 

  • Thakur B, Soni A, Saride S (2016) Potential of fly ash and lime to control swelling characteristics of expansive soils. In: Indian Geotechnical Conference, December 15–17, IIT Madras, Chennai, India

  • Thyagaraj T, Rao SM (2013) Osmotic swelling and osmotic consolidation behaviour of compacted expansive clay. Geotech Geol Eng 31(2):435–445

    Article  Google Scholar 

  • Tripathy S, Sridharan A, Schanz T (2004) Swelling pressures of compacted bentonites from diffuse double layer theory. Can Geotech J 41(3):437–450

    Article  Google Scholar 

  • Tuncer ER, Demirel T, Lohnes RA (1977) Quantitative analysis of elements in sediments and soils by X-ray fluorescence. Clays Clay Miner 25(2):73–77

    Article  Google Scholar 

  • Uzundurukan S, Keskin SN, Yıldırım H, Göksan TS, Çimen Ö (2014) Suction and swell characteristics of compacted clayey soils. Arab J Sci Eng 39:747–752

    Article  Google Scholar 

  • Wanigarathna D, Kurukulasuriya C, Hamamoto S, Kawamoto K (2012) Locally available expansive soils as a liner material for municipal landfills. In: Proceedings, of the 2nd international conference on sustainable built environment, special session on water and waste management, SBE/12/231. Kandy, Sri Lanka

  • Wray WK, El-Garhy BM, Youssef AA (2005) Three dimensional model for moisture and volume changes prediction in expansive soils. J Geotech Geoenviron Eng 131(3):311–324

    Article  Google Scholar 

  • Xu S, Li C, Liu J, Bian M, Wei W, Zhang H, Wang Z (2018) Deformation and hydraulic conductivity of compacted clay under waste differential settlement. Processes 6(8):123

    Article  Google Scholar 

  • Xu Y, Jamhiri B, Memon SA (2020) On the recent trends in expansive soil stabilization using calcium-based stabilizer materials (CSMs): a comprehensive review. Adv Mater Sci Eng 2020:23

    Google Scholar 

  • Yao H, Cheng P, Yang Y, Wu W (2005) Theory and practice concerning classification for expansive soils using standard moisture absorption water content. Sci China Ser E Technol Sci 48(1):31–40

    Article  Google Scholar 

  • Yukselen Y, Kaya A (2006) Comparison of methods for determining specific surface area of soils. J Geotech Geoenviron Eng 132(7):931–936

    Article  Google Scholar 

  • Zemenu G, Martine A, Roger C (2009) Analysis of the behaviour of a natural expansive soil under cyclic drying and wetting. Bull Eng Geol Environ 68(3):421–436

    Article  Google Scholar 

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Authors and Affiliations

  1. Department of Civil Engineering, Acharya Institute of Technolgy, Bangalore, Karnataka, 560107, India

    Peddireddy Sreekanth Reddy

  2. Department of Civil Engineering, Institute of Aeronautical Engineering, Hyderabad, Telangana, 500043, India

    M. Madusudhan Reddy & V. A. Reddy

  3. Department of Civil Engineering, National Institute of Technology Mizoram, Aizawl, Mizoram, 796012, India

    Bijayananda Mohanty

  4. School of Infrastructure, Indian Institute of Technology Bhubaneswar, Khordha, Odisha, 752050, India

    Bendadi Hanumantha Rao

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  4. Bendadi Hanumantha Rao
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Contributions

P.S.R. conducted the experiments, analyzed the results, prepared the figures and wrote the original draft. B.M. and B.H.R. conceived the initial idea, established the research line, provided supervision, reviewed the data analysis and edited the draft. M.M.R and V.A.R. reviewed the data analysis and edited the manuscript. All authors reviewed and agreed to the published version of the manuscript.

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Reddy, P.S., Reddy, M.M., Mohanty, B. et al. Understanding the role of Ca2+, Na+ on swelling behaviour of natural expansive soils: a field application perspective. Environ Earth Sci 82, 407 (2023). https://doi.org/10.1007/s12665-023-11087-8

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