Skip to main content
Log in

Geotechnical characterization of bentonite-fly ash mixtures for their application as landfill liner in Pakistan

  • Original Paper
  • Published:
Arabian Journal of Geosciences Aims and scope Submit manuscript

Abstract

A well-designed landfill possesses a well-engineered mechanism to resist the intermixing of the leachate of disposal waste and groundwater. The utilization of bentonite-fly ash mixture in the designing of clay liners is not only cost-effective to improve the applicability of the clay liner but improvised viable strategy to reuse the waste from thermal power generation plants in a technically effective manner. This study has been conducted to investigate the properties of bentonite-fly ash mixtures for use as landfill liners in Pakistan. Laboratory tests such as chemical and mineralogical analysis, swell index, specific gravity, grain size analysis, Atterberg limits, standard compaction, unconfined compressive strength, and hydraulic conductivity tests were performed on bentonite-fly ash mixtures (with a bentonite content varying from 0 to 100%) to characterize their geotechnical and hydraulic performance. Results showed that the swell index, specific gravity, and plasticity index increased, while optimum moisture content and hydraulic conductivity decreased significantly with an increase in bentonite content and a decrease in fly ash content. An optimum bentonite-fly ash admixture ratio satisfying minimum landfill liner design requirements was recommended based on developed bivariate constraint-based models. The developed models were also validated using reported values.

This is a preview of subscription content, log in via an institution to check access.

Access this article

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Fig. 1
Fig. 2
Fig. 3
Fig. 4
Fig. 5
Fig. 6
Fig. 7
Fig. 8
Fig. 9
Fig. 10
Fig. 11
Fig. 12
Fig. 13

Similar content being viewed by others

References

  • Alam J, Khan MA, Alam MM, Ahmad A (2012) Seepage characteristics and geotechnical properties of fly ash mixed with bentonite. Int J Sci Eng App 3(8):1–11

    Google Scholar 

  • Amadi AA (2011) Hydraulic conductivity tests for evaluating compatibility of lateritic soil-fly ash mixtures with municipal waste leachate. Geotech Geol Eng 29(3):259–265

    Article  Google Scholar 

  • Arman A, Munfakh GA (1972) Lime stabilization of organic soils. Highw Res Rec 381:37–45

    Google Scholar 

  • ASTM, Standard C114 (2018) Standard test methods for chemical analysis of hydraulic cement ASTM International. West Conshohocken, PA

    Google Scholar 

  • ASTM, Standard C136 (2006) Standard test method for sieve analysis of fine and coarse aggregates. ASTM International, West Conshohocken, PA

    Google Scholar 

  • ASTM, Standard C618 (2019) Standard specification for coal fly ash and raw or calcined natural pozzolan for use in concrete. ASTM International, West Conshohocken, PA

    Google Scholar 

  • ASTM, Standard D2166/D2166M (2016) Standard test method for unconfined compressive strength of cohesive soil. ASTM International, West Conshohocken, PA

    Google Scholar 

  • ASTM, Standard D4318 (2017) Standard test methods for liquid limit, plastic limit, and plasticity index of soils. ASTM International, West Conshohocken, PA

    Google Scholar 

  • ASTM, Standard D5890 (2019) Standard test method for swell index of clay mineral component of geosynthetic clay liners. ASTM International, West Conshohocken, PA

    Google Scholar 

  • ASTM, Standard D698 (2012) Standard test methods for laboratory compaction characteristics of soil using standard effort (12,400 ft-lbf/ft3(600 kN-m/m3)). ASTM International, West Conshohocken, PA

    Google Scholar 

  • ASTM, Standard D854 (2014) Standard test methods for specific gravity of soil solids by water pycnometer. ASTM International, West Conshohocken, PA

    Google Scholar 

  • Aughenbaugh KL, Stutzman P, Juenger MC (2016) Identifying glass compositions in fly ash. Front Mat 3:1

    Article  Google Scholar 

  • Bose B (2012) Geoengineering properties of expansive soil stabilized with fly ash. Electron J Geotech Eng 17(1):1339–1353

    Google Scholar 

  • Bowders JJ, Usmen MA, Gidley JS (1987) Stabilized fly ash for use as low-permeability barriers. In Geotechnical Practice for Waste Disposal, ASCE 87:320–333

    Google Scholar 

  • Bowders JJ, Gidley JS, Usmen MA (1990) Permeability and leachate characteristics of stabilized class F fly ash. Transport Res Rec:1288

  • Buragohain P, Garg A, Lin P, Hong M, Yi Z, Sreedeep S (2018) Exploring potential of fly ash–bentonite mix as a liner material in waste containment systems under concept of sponge city. Adv Civil Eng Mat 7(1):46–70

    Google Scholar 

  • Cho WJ, Lee JO, Kang CH (2002) Hydraulic conductivity of compacted soil-bentonite mixture for a liner material in landfill facilities. Environ Eng Res 7(3):121–127

    Article  Google Scholar 

  • Choi JH, Ha SJ, Bak YC, Park YO (2002) Particle size effect on the filtration drag of fly ash from a coal power plant. Korean J Chem Eng 19(6):1085–1090

    Article  Google Scholar 

  • Cokca E (2001) Use of class c fly ashes for the stabilization of an expansive soil. J Geotech Geoenviron Eng 127(7):568-573

  • CPEC (2020) Energy priority projects, China Pakistan Economic Corridor M/o Planning, Development & Special Initiative web. http://cpec.gov.pk/energy. Accessed 18 December

  • Daniel DE, Wu YK (1993) Compacted clay liners and covers for arid sites. J Geotech Eng 119(2):223–237

    Article  Google Scholar 

  • DiGioia AM, Nuzzo WL (1972) Fly ash as structural fill. J Power Div 98(1):77–92

    Article  Google Scholar 

  • Foster CR (1962) Field, problem, compaction, foundation engineering, GA Leonards (Ed), Mc. Graw Hill, New York

    Google Scholar 

  • Goswami RK, Mahanta C (2007) Leaching characteristics of residual lateritic soils stabilised with fly ash and lime for geotechnical applications. Waste Manag 27(4):466–481

    Article  Google Scholar 

  • Guney Y, Cetin B, Aydilek AH, Tanyu BF, Koparal S (2014) Utilization of sepiolite materials as a bottom liner material in solid waste landfills. Waste Manag 34(1):112–124

    Article  Google Scholar 

  • Joshi RC, Duncan DM, McMaster HM (1975) New and conventional engineering uses of fly ash. Journal of Transportation Engineering, 101(ASCE# 11730 Proceeding)

  • Khan M, Alam J, Murteza H (2013) Bearing capacity and seepage characteristics of flyash-bentonite layered system. Int Jo Civil, Struct Environ Infrast Eng Res Dev 3(4):9–16

    Google Scholar 

  • Kim B, Prezzi M, Salgado R (2005) Geotechnical properties of fly and bottom ash mixtures for use in highway embankments. J Geotech Geoenviron 131(7):914–924

    Article  Google Scholar 

  • Likos WJ, Bowders JJ, Gates WP (2010) Minerology and engineering properties of bentonite. In: Bouazza A, Bowders JJ Geosynthetic Clay Liners for Waste Containment Facilities, CRC Press, ch.3

  • Martin JP, Collins RA, Browning JS, Biehl FJ (1990) Properties and use of fly ashes for embankments. J Energy Eng 116(2):71–86

    Article  Google Scholar 

  • McLaren RJ, Digioia AM (1987) The typical engineering properties of fly ash. In Geotechnical Practice for Waste Disposal, ASCE 87:683–697

    Google Scholar 

  • Mir BA (2015) Challenges associated with expansive soils and remedial measures. 50th Indian Geotechnical Conference 17th-19th December 2015, Pune, Maharashtra, India Venue: College of Engineering (Estd. 1854), Pune, India

  • Mishra AK, Ravindra V (2015) On the utilization of fly ash and cement mixtures as a landfill liner material. Int J Geosynthetic Ground Eng 1(2):17

    Article  Google Scholar 

  • Mollamahmutoğlu M, Yilmaz Y (2001) Potential use of fly ash and bentonite mixture as liner or cover at waste disposal areas. Environ Geol 40(11-12):1316–1324

    Article  Google Scholar 

  • Moulton KL (1978) Technology and utilization of power plant ash in structural fills and embankments. West Virginia University, 791-806

  • Muhsina T, Chandrakaran S (2019) Attenuation characteristics of laterite-fly ash-bentonite mix as liner. In Geotechnical Characterisation and Geoenvironmental Engineering, Springer, Singapore, pp 201–209

    Google Scholar 

  • Pal SK, Ghosh A (2013) Hydraulic conductivity of fly ash–montmorillonite clay mixtures. Indian Geotechnical Journal 43(1):47–61

    Article  Google Scholar 

  • Pandian NS, Sridharan A, Chittibabu G (2001) Shear strength of coal ashes for geotechnical applications. In Proceedings of the Indian geotechnical conference, Indore, India, pp 466–469

    Google Scholar 

  • PEPA (2005) Guideline for solid waste management (draft). Pakistan Environmental Protection Agency. www.environment.gov.pk/images/provincialsepasguidelines/SWMGLinesDraft.pdf accessed on 11 November 2020

  • Phani-Kumar BR, Sharma RS (2004) Effect of fly ash on engineering properties of expansive soils. J Geotech Geoenviron 130(7):764–767

    Article  Google Scholar 

  • Porbaha A, Pradhan TBS, Yamane N (2000) Time effect on shear strength and permeability of fly ash. J Energy Eng 126(1):15–31

    Article  Google Scholar 

  • Prashanth JP, Sivapullaiah PV, Sridharan A (2001) Pozzolanic fly ash as a hydraulic barrier in landfills. Eng Geol 60(1-4):245–252

    Article  Google Scholar 

  • Priyadarshee A, Gupta D, Kumar V, Sharma V (2015) Comparative study on performance of tire crumbles with fly ash and kaolin clay. Int J Geosynthetics and Ground Engineering 1(4):38

    Article  Google Scholar 

  • Rashid HMA, Wanigarathna JADK, Kurukulasuriya LC, Priyankara NH, Alagiyawanna AMN, Saito T, Kawamoto K (2017) Characterization of locally available soil as a liner material for solid waste landfills in Sri Lanka. Environ Earth Sci 76(11):396

    Article  Google Scholar 

  • Rogers C, Glendinning S (2000) Lime requirement for stabilization. Transportation Research Record: Journal of the Transportation Research Board 1721:9–18

    Article  Google Scholar 

  • Ross CS, Hendricks SB (1945) Minerals of the montmorillonite group, their origin and relation to soils and clays (No. 205-B)

  • Singh SP, Nayak K, Pani A (2015) Assessment of coal ash-bentonite mixture as landfill liner. In 50th Indian Geotechnical Conference Pune, India, pp. 17-19

  • Sivapullaiah PV, Lakshmikantha H (2004) Properties of fly ash as hydraulic barrier. Soil Sediment Contam 13(5):391–406

    Article  Google Scholar 

  • Sivapullaiah PV, Sridharan A, Stalin VK (1996) Swelling behaviour of soil bentonite mixtures. Canadian Geotechnical Journal 633(5):808–814

    Article  Google Scholar 

  • Sobti J, Singh SK (2017) Investigation of hydraulic conductivity and matric suction in sand–bentonite–coal ash mixes. Indian Geotechnical Journal 47(4):542–558

    Article  Google Scholar 

  • Sridharan A, Prashanth JP, Sivapullaiah PV (1997) Effect of fly ash on the unconfined compressive strength of black cotton soil. Proceedings of the Institution of Civil Engineers-Ground Improvement 1(3):169–175

    Article  Google Scholar 

  • Tastan EO, Edil TB, Benson CH, Aydilek AH (2011) Stabilization of organic soils with fly ash. J Geotech Geoenviron 137(9):819–833

    Article  Google Scholar 

  • Toth PS, Chan HT, Cragg CB (1988) Coal ash as structural fill, with special reference to Ontario experience. Can Geotech J 25(4):694–704

    Article  Google Scholar 

  • Ward CR, French D (2003) Evaluation of glass content and estimation of glass composition in fly ash using quantitative X-ray diffractometry. In Proceedings of 12th International Conference on Coal Science, November 2–6

  • Ward CR, French D (2006) Determination of glass content and estimation of glass composition in fly ash using quantitative X-ray diffractometry. Fuel 85(16):2268–2277

    Article  Google Scholar 

Download references

Acknowledgements

This research was supported by the Higher Education Commission (HEC) NRPU Project 9607.

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Hafiz Muhammad Awais Rashid.

Ethics declarations

Conflict of interest

The authors declare that they have no competing interests.

Additional information

Responsible editor: Zeynal Abiddin Erguler

Rights and permissions

Reprints and permissions

About this article

Check for updates. Verify currency and authenticity via CrossMark

Cite this article

Rashid, H.M.A., Sardar, A. & Ismail, A. Geotechnical characterization of bentonite-fly ash mixtures for their application as landfill liner in Pakistan. Arab J Geosci 14, 1307 (2021). https://doi.org/10.1007/s12517-021-07663-6

Download citation

  • Received:

  • Accepted:

  • Published:

  • DOI: https://doi.org/10.1007/s12517-021-07663-6

Keywords

Navigation