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    Settlement and Cover Subsidence of Hazardous Waste Landfills

    Neue Suche nach: W. L. Murphy
    Neue Suche nach: P. A. Gilbert

    Numerical models using equations for linearly elastic deformation were developed to predict the maximum expected amount of settlement and cover subsidence and potential cracking of the cover by differential settlement in uniformly, horizontally layered hazardous waste landfills. The hazardous waste landfill models represented landfills in which unsaturated wastes were contained in steel drums that were assumed to deteriorate ultimately. The model landfill consisted of alternating layers of drummed wastes and intermediate clay cover. The maximum expected subsidence was calculated to be about 12% of the total landfill thickness.

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    Settlement and Cover Subsidence of Hazardous Waste Landfills

    Neue Suche nach: W. L. Murphy
    Neue Suche nach: P. A. Gilbert

    Numerical models using equations for linearly elastic deformation were developed to predict the maximum expected amount of settlement and cover subsidence and potential cracking of the cover by differential settlement in uniformly, horizontally layered hazardous waste landfills. The hazardous waste landfill models represented landfills in which unsaturated wastes were contained in steel drums that were assumed to deteriorate ultimately. The model landfill consisted of alternating layers of drummed wastes and intermediate clay cover. The maximum expected subsidence was calculated to be about 12% of the total landfill thickness.

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    Settlement and Cover Subsidence of Hazardous Waste Landfills

    Neue Suche nach: W. L. Murphy
    Neue Suche nach: P. A. Gilbert

    Numerical models using equations for linearly elastic deformation were developed to predict the maximum expected amount of settlement and cover subsidence and potential cracking of the cover by differential settlement in uniformly, horizontally layered hazardous waste landfills. The hazardous waste landfill models represented landfills in which unsaturated wastes were contained in steel drums that were assumed to deteriorate ultimately. The model landfill consisted of alternating layers of drummed wastes and intermediate clay cover. The maximum expected subsidence was calculated to be about 12% of the total landfill thickness.

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    Titel:

    Settlement and Cover Subsidence of Hazardous Waste Landfills

    Beteiligte:

    W. L. Murphy (Autor:in) / P. A. Gilbert (Autor:in)

    Erscheinungsdatum:

    1985

    Format / Umfang:

    124 pages

    Medientyp:

    Report

    Format:

    Keine Angabe

    Sprache:

    Englisch

    Schlagwörter:

    Civil Engineering , Solid Wastes Pollution & Control , Water Pollution & Control , Hazardous materials , Subsidence , Earthfills , Steels , Thickness , Cracks , Settlement(Structural) , Deformation , Clay soils , Finite element analysis

    Ähnliche Titel

    Slope Stability of Cover Systems of Hazardous Waste Landfills

    Datta, M. / Jamiyah al-Jughrafiyah al-Misriyah / International Society of Soil Mechanics and Geotechnical Engineering | British Library Conference Proceedings | 2009

    Subsidence performance of landfills

    Spikula, D.R. | Tema Archiv | 1997

    Subsidence Performance of Landfills

    Spikula, D. R. | British Library Conference Proceedings | 1997

    Subsidence Performance of Landfills

    Spikula, D.R. | Online Contents | 1997

    Subsidence Performance of Landfills

    Spikula, D. R. / Drexel University; Geosynthetic Research Institute | British Library Conference Proceedings | 1997

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