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    Classification and Mechanical Behavior Relationships for Municipal Solid Waste: Study Using Synthetic Wastes

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2008:;Volume ( 134 ):;issue: 001
    Author:
    N. Dixon
    ,
    U. Langer
    ,
    P. Gotteland
    DOI: 10.1061/(ASCE)1090-0241(2008)134:1(79)
    Publisher: American Society of Civil Engineers
    Abstract: Mechanical behavior of the waste body controls many aspects of landfill lining system design and performance, including stability issues and integrity of the geosynthetic and mineral lining components. The constituents of municipal solid waste deposits vary between countries and regions and are constantly altering as a result of changes in lifestyle and legislation. This paper describes an investigation using a family of synthetic wastes to assess the relationship between classification and mechanical behavior of the waste body via a program of one-dimensional compression and direct shear tests. Measured mechanical behavior is compared with results for real wastes to assess the validity of using synthetic samples. Compression and shear behavior of the synthetic wastes were found to be within the range of published values for real waste. Both stiffness and shear strength values for a synthetic “real” waste were found to be at the lower bound of published values. Lower unit weights and dry conditions for the synthetic wastes are considered to be responsible for the observed differences with real waste behavior. It is concluded that synthetic wastes can be used to assess the relationship between classification and mechanical behavior and that compression and shear behavior can be related to waste classification.
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      Classification and Mechanical Behavior Relationships for Municipal Solid Waste: Study Using Synthetic Wastes

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/53233
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    • Journal of Geotechnical and Geoenvironmental Engineering

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    contributor authorN. Dixon
    contributor authorU. Langer
    contributor authorP. Gotteland
    date accessioned2017-05-08T21:29:04Z
    date available2017-05-08T21:29:04Z
    date copyrightJanuary 2008
    date issued2008
    identifier other%28asce%291090-0241%282008%29134%3A1%2879%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/53233
    description abstractMechanical behavior of the waste body controls many aspects of landfill lining system design and performance, including stability issues and integrity of the geosynthetic and mineral lining components. The constituents of municipal solid waste deposits vary between countries and regions and are constantly altering as a result of changes in lifestyle and legislation. This paper describes an investigation using a family of synthetic wastes to assess the relationship between classification and mechanical behavior of the waste body via a program of one-dimensional compression and direct shear tests. Measured mechanical behavior is compared with results for real wastes to assess the validity of using synthetic samples. Compression and shear behavior of the synthetic wastes were found to be within the range of published values for real waste. Both stiffness and shear strength values for a synthetic “real” waste were found to be at the lower bound of published values. Lower unit weights and dry conditions for the synthetic wastes are considered to be responsible for the observed differences with real waste behavior. It is concluded that synthetic wastes can be used to assess the relationship between classification and mechanical behavior and that compression and shear behavior can be related to waste classification.
    publisherAmerican Society of Civil Engineers
    titleClassification and Mechanical Behavior Relationships for Municipal Solid Waste: Study Using Synthetic Wastes
    typeJournal Paper
    journal volume134
    journal issue1
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)1090-0241(2008)134:1(79)
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2008:;Volume ( 134 ):;issue: 001
    contenttypeFulltext
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