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131 related items for PubMed ID: 38668950

  • 1. Exploring the geotechnical and microstructural properties of composite mixtures for landfill liner materials: an experimental investigation.
    Kumar R, Kumari S.
    Environ Sci Pollut Res Int; 2024 May; 31(22):33011-33029. PubMed ID: 38668950
    [Abstract] [Full Text] [Related]

  • 2. Improving landfill liner performance with bentonite-slag blend permeated with ammonia for a Municipal solid waste landfill.
    C M A, Sunil BM.
    J Environ Manage; 2024 Sep; 367():122013. PubMed ID: 39098069
    [Abstract] [Full Text] [Related]

  • 3. Geotechnical behavior of fly ash-coal ash and bentonite clay composite as a landfill barrier material with special emphasis on desiccation cracks.
    Gahlot R, Verma A, Kumar M.
    Environ Res; 2022 Nov; 214(Pt 2):113853. PubMed ID: 35917974
    [Abstract] [Full Text] [Related]

  • 4. Hydraulic performance, consolidation characteristics and shear strength analysis of bentonites in the presence of fly-ash, sewage sludge and paper-mill leachates for landfill application.
    Ray S, Mishra AK, Kalamdhad AS.
    J Environ Manage; 2022 Jan 15; 302(Pt A):113977. PubMed ID: 34688046
    [Abstract] [Full Text] [Related]

  • 5. A feasibility study of Indian fly ash-bentonite as an alternative adsorbent composite to sand-bentonite mixes in landfill liner.
    Gupt CB, Bordoloi S, Sekharan S, Sarmah AK.
    Environ Pollut; 2020 Oct 15; 265(Pt A):114811. PubMed ID: 32512424
    [Abstract] [Full Text] [Related]

  • 6. Contaminant retention characteristics of fly ash-bentonite mixes.
    Deka A, Sekharan S.
    Waste Manag Res; 2017 Jan 15; 35(1):40-46. PubMed ID: 27742874
    [Abstract] [Full Text] [Related]

  • 7. Characterization of pond ash-bentonite mixes as landfill liner material.
    Rout S, Singh SP.
    Waste Manag Res; 2020 Dec 15; 38(12):1420-1428. PubMed ID: 32342798
    [Abstract] [Full Text] [Related]

  • 8. Impact of real and simulated municipal solid waste leachates on the hydraulic and swelling behaviour of bentonites for landfill application.
    Ray S, Mishra AK, Kalamdhad AS, Reddy CV.
    Environ Monit Assess; 2021 Oct 07; 193(11):701. PubMed ID: 34622329
    [Abstract] [Full Text] [Related]

  • 9. Effective reuse of waste material as an amendment in composite landfill liner: Assessment of geotechnical properties and pollutant retention capacity.
    Nambiar N, Remya N, Varghese GK.
    Waste Manag Res; 2020 Feb 07; 38(2):134-141. PubMed ID: 31769348
    [Abstract] [Full Text] [Related]

  • 10. Modelling contaminant transport in fly ash-bentonite composite landfill liner: mechanism of different types of ions.
    Garg A, Reddy NG, Huang H, Buragohain P, Kushvaha V.
    Sci Rep; 2020 Jul 09; 10(1):11330. PubMed ID: 32647117
    [Abstract] [Full Text] [Related]

  • 11. Study on semi-dynamic leaching and microstructure characteristics of MSWI fly ash solidified sediment.
    Shi X, Xu H, Zhang N, Jiang P, Zhou A, Zhao Y, Ge P.
    J Environ Manage; 2023 Dec 15; 348():119405. PubMed ID: 37924693
    [Abstract] [Full Text] [Related]

  • 12. Use of rubber and bentonite added fly ash as a liner material.
    Cokca E, Yilmaz Z.
    Waste Manag; 2004 Dec 15; 24(2):153-64. PubMed ID: 14761754
    [Abstract] [Full Text] [Related]

  • 13. Compaction and compressibility characteristics of snail shell ash and granulated blast furnace slag stabilized local bentonite for baseliner of landfill.
    Fadugba OG, Adeniran JK, Alaneme GU, Oluyemi-Ayibiowu BD, Omomomi OJ, Adetukasi AO.
    Sci Rep; 2024 Mar 26; 14(1):7167. PubMed ID: 38531941
    [Abstract] [Full Text] [Related]

  • 14. Characterization of controlled low-strength material obtained from dewatered sludge and refuse incineration bottom ash: mechanical and microstructural perspectives.
    Zhen G, Lu X, Zhao Y, Niu J, Chai X, Su L, Li YY, Liu Y, Du J, Hojo T, Hu Y.
    J Environ Manage; 2013 Nov 15; 129():183-9. PubMed ID: 23933484
    [Abstract] [Full Text] [Related]

  • 15. Innovative approach to waste management: utilizing stabilized municipal solid waste in road infrastructure.
    Saluja S, Gaur A, Somani P, Ahmad K.
    Environ Sci Pollut Res Int; 2024 Feb 15; 31(7):10346-10358. PubMed ID: 37515619
    [Abstract] [Full Text] [Related]

  • 16. Effect of incineration ash leachates on the hydraulic conductivity of bentonite-polymer composite geosynthetic clay liners.
    Wireko C, Abichou T, Tian K, Zainab B, Zhang Z.
    Waste Manag; 2022 Feb 15; 139():25-38. PubMed ID: 34929416
    [Abstract] [Full Text] [Related]

  • 17. Liners for waste containment constructed with class F and C fly ashes.
    Palmer BG, Edil TB, Benson CH.
    J Hazard Mater; 2000 Sep 15; 76(2-3):193-216. PubMed ID: 10936534
    [Abstract] [Full Text] [Related]

  • 18. Performance evaluation of cement stabilized fly ash-GBFS mixes as a highway construction material.
    Singh SP, Tripathy DP, Ranjith PG.
    Waste Manag; 2008 Sep 15; 28(8):1331-7. PubMed ID: 18060762
    [Abstract] [Full Text] [Related]

  • 19. Gypsum treated fly ash as a liner for waste disposal facilities.
    Sivapullaiah PV, Baig MA.
    Waste Manag; 2011 Feb 15; 31(2):359-69. PubMed ID: 20817503
    [Abstract] [Full Text] [Related]

  • 20. Development of a novel base liner material for offshore final disposal sites and the assessment of its hydraulic conductivity.
    Xu X, Liu X, Oh M, Park J.
    Waste Manag; 2020 Feb 01; 102():190-197. PubMed ID: 31678805
    [Abstract] [Full Text] [Related]

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