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    Expanded Clay and Shale Aggregates for Leachate Collection Systems

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;1997:;Volume ( 123 ):;issue: 011
    Author:
    John J. Bowders
    ,
    Jiunn Ping Tan
    ,
    David E. Daniel
    DOI: 10.1061/(ASCE)1090-0241(1997)123:11(1030)
    Publisher: American Society of Civil Engineers
    Abstract: In regions dominated by high-carbonate aggregates, landfill owners are faced with using alternative materials for leachate collection systems. Expanded clay and shale, known as lightweight aggregates, contain essentially no carbonates and may provide a suitable alternative. We performed an engineering evaluation of expanded clay and shale aggregates to assess their suitability for leachate collection systems. The hydraulic conductivities of the aggregates under 350 kPa normal stress exceeded the often-specified minimum regulatory value (0.01 cm/s) by one or two orders of magnitude. The aggregate showed no deterioration after being immersed in municipal solid waste leachate for more than 60 days. Interface friction angles between the dry aggregates and smooth high-density polyethylene geomembrane at 7 kPa normal stress ranged from 23° to 27°. Based on the results of our evaluation, it is our conclusion that expanded clay and expanded shale aggregates are viable and competent materials for use in leachate collection systems in municipal solid-waste landfills.
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      Expanded Clay and Shale Aggregates for Leachate Collection Systems

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/51262
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    • Journal of Geotechnical and Geoenvironmental Engineering

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    contributor authorJohn J. Bowders
    contributor authorJiunn Ping Tan
    contributor authorDavid E. Daniel
    date accessioned2017-05-08T21:25:58Z
    date available2017-05-08T21:25:58Z
    date copyrightNovember 1997
    date issued1997
    identifier other%28asce%291090-0241%281997%29123%3A11%281030%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/51262
    description abstractIn regions dominated by high-carbonate aggregates, landfill owners are faced with using alternative materials for leachate collection systems. Expanded clay and shale, known as lightweight aggregates, contain essentially no carbonates and may provide a suitable alternative. We performed an engineering evaluation of expanded clay and shale aggregates to assess their suitability for leachate collection systems. The hydraulic conductivities of the aggregates under 350 kPa normal stress exceeded the often-specified minimum regulatory value (0.01 cm/s) by one or two orders of magnitude. The aggregate showed no deterioration after being immersed in municipal solid waste leachate for more than 60 days. Interface friction angles between the dry aggregates and smooth high-density polyethylene geomembrane at 7 kPa normal stress ranged from 23° to 27°. Based on the results of our evaluation, it is our conclusion that expanded clay and expanded shale aggregates are viable and competent materials for use in leachate collection systems in municipal solid-waste landfills.
    publisherAmerican Society of Civil Engineers
    titleExpanded Clay and Shale Aggregates for Leachate Collection Systems
    typeJournal Paper
    journal volume123
    journal issue11
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)1090-0241(1997)123:11(1030)
    treeJournal of Geotechnical and Geoenvironmental Engineering:;1997:;Volume ( 123 ):;issue: 011
    contenttypeFulltext
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