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Effects of desiccation-induced cracking and leachate infiltration on the hydraulic conductivity of natural and olivine-treated marine clay

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Abstract

Clayey soils rich in smectite are commonly utilized for the construction of liner materials in engineered landfills owing to their low hydraulic conductivity. However, due to the high swelling potential of such clayey soils, their hydraulic conductivities are adversely influenced by desiccation cracking. In addition to cracks, the hydraulic conductivity of the clayey soils might also be affected by the complex composition of landfill leachate. The current study aims, therefore, to assess the effects of desiccation-induced cracks and leachate infiltration on the hydraulic conductivity of natural and 30% olivine-treated marine clay specimens. Clay specimens were prepared using three compactive energies and subjected to cycles of drying–wetting and hydraulic conductivity testing using tap water and field leachate as the permeants. Test results demonstrate significant improvements in the hydraulic conductivity of the olivine-treated clay samples after cycles of drying–wetting upon permeation with water and leachate. These improvements are attributed to the formation of magnesium–aluminate–hydrate and magnesium–silicate–hydrate gels as confirmed using microstructural analyses. The gels are responsible for minimizing the adverse impact of cracks on the hydraulic conductivity of the treated clay specimens. The findings indicate that olivine can be employed as a suitable additive in decreasing the hydraulic conductivity of soils prone to cracking.

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References

  • Albrecht BA, Benson CH (2001) Effect of desiccation on compacted natural clays. J Geotech Geoenviron Eng 127(1):67–75

    Article  Google Scholar 

  • Albright WH, Benson CH, Gee GW, Roesler AC, Abichou T, Apiwantragoon P, Lyles BF, Rock SA (2004) Fieldwater balance of landfill final covers. J Environ Qual 33(6):2317–2332

    Article  CAS  Google Scholar 

  • Aldaeef AA, Rayhani MT (2014) Hydraulic performance of compacted clay liners (CCLs) under combined temperature and leachate exposures. Waste Manag 34(12):2548–2560

    Article  CAS  Google Scholar 

  • America Public Health Association, Greeberg AE, Trussell RR, Clesceri LS, Franson MAH, American Water Works Association, Water Pollution Control Federation (1985) Standard methods for the examination of water and wastewater, 16th edn. American Public Health Association, Washington, DC, p 1268

    Google Scholar 

  • BS 1377 (1990) Methods of testing soils for civil engineering purposes. British Standards Institution, London

    Google Scholar 

  • Cazaux D, Didier G (2000) Field evaluation of hydraulic performances of geosynthetic clay liners by small and large-scale tests. Geotext Geomembr 18(2–4):163–178

    Article  Google Scholar 

  • Chalermyanont T, Arrykul S, Charoenthaisong N (2009) Potential use of lateritic and marine clay soils as landfill liners to retain heavy metals. Waste Manag 29(1):117–127

    Article  CAS  Google Scholar 

  • Chamberlain EJ, Gow AJ (1979) Effect of freezing and thawing on the permeability and structure of soils. Eng Geol 13(1–4):73–92

    Article  Google Scholar 

  • Consoli NC, JrLDS Lopes, 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  CAS  Google Scholar 

  • Daniel DE (1984) Predicting hydraulic conductivity of clay liners. J Geotech Eng 110(2):285–300

    Article  Google Scholar 

  • Daniel DE, Benson CH (1990) Water content-density criteria for compacted soil liners. J Geotech Eng 119(12):1811–1830

    Article  Google Scholar 

  • Daniel DE, Wu YK (1993) Compacted clay liners and covers for arid sites. J Geotech Eng 199(2):223–237

    Article  Google Scholar 

  • Das BM (1998) Principles of geotechnical engineering, 4th edn. PWS Publishing Company, New York, p 712

    Google Scholar 

  • Declan O, Paul Q (2009) Geotechnical engineering and environmental aspects of clay liners for landfill projects. Tech Pap 3:1–11

    Google Scholar 

  • Emmanuel E, Lau CC, Anggraini V, Pasbakhsh P (2019a) Stabilization of a soft marine clay using halloysite nanotubes: a multi-scale approach. Appl Clay Sci 173:65–78

    Article  CAS  Google Scholar 

  • Emmanuel E, Anggraini V, Gidigasu SSR (2019b) A critical reappraisal of residual soils as compacted soil liners. SN Appl Sci. https://doi.org/10.1007/s42452-019-0475-7

    Article  Google Scholar 

  • Emmanuel E, Anggraini V, Raghunandan ME, Asadi A, Bouazza A (2019c) Improving the engineering properties of a soft marine clay with forsteritic olivine. Eur J Environ Civ Eng. https://doi.org/10.1080/19648189.2019.1665593

    Article  Google Scholar 

  • Emmanuel E, Anggraini V, Asadi A, Raghunandan ME (2019d) Interaction of landfill leachate with olivine-treated marine clay: suitability for bottom liner application. Environ Technol Innov. https://doi.org/10.1016/j.eti.2019.100574

    Article  Google Scholar 

  • Favaretti M, Cossu R (2018) Mineral liners. In: Solid waste landfilling. Concepts, processes, technologies. Chapter 7.2, pp. 289–312. https://doi.org/10.1016/b978-0-12-407721-8.00016-4

  • Frempong EM, Yanful EK (2005) Geoenvironmental assessment of two tropical clayey soils for use as engineered liner materials. In: Waste containment and remediation, pp 1–10. https://doi.org/10.1061/40789(168)17

  • Frempong EM, Yanful EK (2008) Interactions between three tropical soils and municipal solid waste landfill leachate. J Geotech Geoenviron Eng 134(3):379–396

    Article  CAS  Google Scholar 

  • Gates WP, Bouazza A (2010) Bentonite transformations in strongly alkaline solutions. Geotext Geomembr 28(2):219–225

    Article  Google Scholar 

  • Gates WP, Bouazza A, Churchman GJ (2009) Bentonite clay keeps pollutants at bay. Elements 5(2):105–110

    Article  CAS  Google Scholar 

  • Harianto T, Hayashi S, Du YJ, Suetsugu D (2008) Effects of fiber additives on the desiccation crack behavior of the compacted Akaboku soil as a material for landfill cover barrier. Water Air Soil Pollut 194(1–4):141–149

    Article  CAS  Google Scholar 

  • Harichane K, Ghrici M, Kenai S (2011) Effect of the combination of lime and natural pozzolana on the compaction and strength of soft clayey soils: a preliminary Study. Environ Earth Sci 66(8):2197–2205

    Article  CAS  Google Scholar 

  • Harun NS, Ali ZR, Rahim AS, Lihan T, Idris RMW (2013) Effects of leachate on geotechnical characteristics of sandy clay soil. AIP Conf Proc 1571(1):530–536

    Article  Google Scholar 

  • He J, Wang Y, Li Y, Ruan XC (2015) Effects of leachate infiltration and desiccation cracks on hydraulic conductivity of compacted clay. Water Sci Eng 8(2):151–157

    Article  Google Scholar 

  • He Y, Cui YJ, Ye WM, Conil N (2017) Effects of wetting-drying cycles on the air permeability of compacted Téguline clay. Eng Geol 228:173–179. https://doi.org/10.1016/j.enggeo.2017.08.015

    Article  Google Scholar 

  • Head KH, Epps R (1980) Manual of soil laboratory testing, vol 1(2). Pentech Press, London

    Google Scholar 

  • Kalkan E (2009) Influence of silica fume on the desiccation cracks of compacted clayey soils. Appl Clay Sci 43(3–4):296–302

    Article  CAS  Google Scholar 

  • Kalkan E (2011) Impact of wetting–drying cycles on swelling behavior of clayey soils modified by silica fume. Appl Clay Sci 52(4):345–352

    Article  CAS  Google Scholar 

  • Kayabali K (1997) Engineering aspects of a novel landfill liner material: Bentonite amended natural zeolite. Eng Geol 46(2):105–114

    Article  Google Scholar 

  • Khodary SM, Negm AM, Tawfik A (2018) Geotechnical properties of the soils contaminated with oils, landfill leachate, and fertilizers. Arab J Geosci 11(13):2–17

    Google Scholar 

  • Kleppe JH, Olson RE (1985) Dessication cracking of soil barriers. In: Johnson AI, Frobel RK, Cavalli NJ, Pettersson CB (eds) Hydraulic barriers in soil and rock, ASTM STP 874. ASTM, West Conshohocken, pp 263–275

    Chapter  Google Scholar 

  • Li J, Xue Q, Wang P, Liu L (2013) Influence of leachate pollution on mechanical properties of compacted clay: a case study on behaviors and mechanisms. Eng Geol 167:128–133. https://doi.org/10.1016/j.enggeo.2013.10.013

    Article  Google Scholar 

  • Li JH, Li L, Chen R, Li DQ (2016) Cracking and vertical preferential flow through landfill clay liners. Eng Geol 206:33–41. https://doi.org/10.1016/j.enggeo.2016.03.006

    Article  Google Scholar 

  • Liu Y, Bouazza A, Gates WP, Rowe RK (2015) Hydraulic performance of geosynthetic clay liners to sulfuric acid solutions. Geotext Geomembr 43(1):14–23

    Article  Google Scholar 

  • Liu Y, Gates WP, Bouazza A (2019) Impact of acid leachates on microtexture of bentonites used in geosynthetic clay liners. Geosynthetics International 26(2):136–145

    Article  CAS  Google Scholar 

  • Met I, Akgün H, Türkmenoğlu AG (2005) Environmental geological and geotechnical investigations related to the potential use of Ankara clay as a compacted landfill liner material. Turk Environ Geol 47(2):225–236

    Article  CAS  Google Scholar 

  • Miller CJ, Rifai S (2004) Fiber reinforcement for waste containment soil liners. J Environ Eng 130(8):891–895

    Article  CAS  Google Scholar 

  • Ministry of Housing and Local Government, Malaysia (MHLGM) (2004) The study on save closure and rehabilitation of landfill sites in Malaysia. Final Rep 5:222

    Google Scholar 

  • Mosavat N, Nalbantoglu Z (2013) The impact of hazardous waste leachate on performance of clay liners. Waste Manag Res 31(2):194–202

    Article  CAS  Google Scholar 

  • Nayak S, Sunil BM, Shrihari S (2007) Hydraulic and compaction characteristics of leachate-contaminated lateritic soil. Eng Geol 94(3–4):137–144

    Article  Google Scholar 

  • Ojuri OO, Oluwatuyi OE (2018) Compacted sawdust ash–lime-stabilised soil-based hydraulic barriers for waste containment. Proc Inst Civ Eng-Waste Resour Manag 171(2):52–60

    Google Scholar 

  • Omidi G, Prasad TV, Thomas JC, Brown KW (1996a) The influence of amendments on the volumetric shrinkage and integrity of compacted clay soils used in landfill liners. Water Air Soil Pollut 86(1–4):263–274

    Article  CAS  Google Scholar 

  • Omidi GH, Thomas JC, Brown KW (1996b) Effect of desiccation cracking on the hydraulic conductivity of a compacted clay liner. Water Air Soil Pollut 89(1–2):91–103

    Article  Google Scholar 

  • Osinubi KJ, Oluremi JR, Eberemu AO, Ijimdiya ST (2017) Interaction of landfill leachate with compacted lateritic soil–waste wood ash mixture. Proc Inst Civ Eng-Waste Resour Manag. https://doi.org/10.1680/jwarm.17.00012

    Article  Google Scholar 

  • Peron H, Hueckel T, Laloui L, Hu LB (2009) Fundamentals of desiccation cracking of fine-grained soils: experimental characterisation and mechanisms identification. Can Geotech J 46(10):1177–1201

    Article  Google Scholar 

  • Rahman Z, Yaacob WZW, Rahim SA, Lihan T, Idris WMR, Sani WM (2013) Geotechnical characterisation of marine clay as potential liner material. Sains Malays 42(8):1081–1089

    CAS  Google Scholar 

  • Rayhani MH, Yanful EK, Fakher A (2007) Desiccation-induced cracking and its effect on the hydraulic conductivity of clayey soils from Iran. Can Geotech J 44(3):276–283

    Article  Google Scholar 

  • Rayhani MH, Yanful EK, Fakher A (2008) Physical modeling of desiccation cracking in plastic soils. Eng Geol 97(1–2):25–31

    Article  Google Scholar 

  • Razakamanantsoa AR, Djeran-Maigre I (2016) Long term chemo-hydro-mechanical behavior of compacted soil bentonite polymer complex submitted to synthetic leachate. Waste Manag 53:92–104. https://doi.org/10.1016/j.wasman.2016.04.023

    Article  CAS  Google Scholar 

  • Rowe RK (1998) Geosynthetics and the minimization of contaminant migration through barrier systems beneath soil waste. In: Keynote lecture in proceeding of the 6th international conference on geosynthetics, Atlanta, pp 27–103

  • Shivaraju R, Ravishankar BV, Nanda HS (2011) Engineering properties of soil contaminated with dyeing effluent. In: Proceedings of Indian geotechnical conference, pp 788–790

  • Touze-Foltz N, Lupo J, Barroso M (2008) Geoenvironmental applications of geosynthetics. In: Keynote lecture, proceedings EuroGeo4, pp 1–98

  • Xue Q, Zhang Q (2014) Effects of leachate concentration on the integrity of solidified clay liners. Waste Manag Res 32(3):198–206

    Article  CAS  Google Scholar 

  • Yesiller N, Miller C, Inci G, Yaldo K (2000) Desiccation and cracking behavior of three compacted landfill liner soils. Eng Geol 57(1–2):105–121

    Article  Google Scholar 

  • Yilmaz G, Yetimoglu T, Arasan S (2008) Hydraulic conductivity of compacted clay liners permeated with inorganic salt solutions. Waste Manag Res 26(5):464–473

    Article  CAS  Google Scholar 

  • Yong LL, Emmanuel E, Purwani R, Anggraini V (2019) Geotechnical assessment of Malaysian residual soils for utilization as clay liners in engineered landfills. Int J GEOMATE 16(58):20–25

    Article  Google Scholar 

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Acknowledgements

The first author, gratefully, acknowledges Monash University, Malaysia, for supporting his graduate studies. The authors also express thanks to the Abunde Sustainable Engineering Group for its valued suggestions.

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  1. Civil Engineering Discipline, School of Engineering, Monash University Malaysia, Jalan Lagoon Selatan, 47500, Bandar Sunway, Selangor, Malaysia

    E. Emmanuel & V. Anggraini

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  1. E. Emmanuel
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Correspondence to V. Anggraini.

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Editorial responsibility: M. Abbaspour.

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Emmanuel, E., Anggraini, V. Effects of desiccation-induced cracking and leachate infiltration on the hydraulic conductivity of natural and olivine-treated marine clay. Int. J. Environ. Sci. Technol. 17, 2259–2278 (2020). https://doi.org/10.1007/s13762-019-02606-x

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