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    Results from 18 Years of In Situ Performance Testing of Landfill Cover Systems in Germany

    Source: Journal of Environmental Engineering:;2010:;Volume ( 136 ):;issue: 008
    Author:
    Stefan Melchior
    ,
    Volker Sokollek
    ,
    Klaus Berger
    ,
    Beate Vielhaber
    ,
    Bernd Steinert
    DOI: 10.1061/(ASCE)EE.1943-7870.0000200
    Publisher: American Society of Civil Engineers
    Abstract: The water balances and the long-term performance of different landfill cover systems have been measured in situ in large-scale lysimeters on the landfill Hamburg-Georgswerder, Germany since 1988. The cover systems including different barrier components for water transport were constructed with state-of-the-art technology and have been excavated at several occasions especially to inspect the structure of the barriers. For the first time, the irreversible impact of crack formation in cohesive soil barriers and geosynthetic clay barriers due to desiccation, shrinkage, ion exchange, and plant root penetration has been observed and quantified in this study. After four years of good performance, these covers began to leak between 90 and 200 mm/year (average precipitation of 860 mm/year). The hydraulic conductivity of the cohesive soil barriers increased from
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      Results from 18 Years of In Situ Performance Testing of Landfill Cover Systems in Germany

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    https://yetl.yabesh.ir/yetl1/handle/yetl/59607
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    contributor authorStefan Melchior
    contributor authorVolker Sokollek
    contributor authorKlaus Berger
    contributor authorBeate Vielhaber
    contributor authorBernd Steinert
    date accessioned2017-05-08T21:41:37Z
    date available2017-05-08T21:41:37Z
    date copyrightAugust 2010
    date issued2010
    identifier other%28asce%29ee%2E1943-7870%2E0000209.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/59607
    description abstractThe water balances and the long-term performance of different landfill cover systems have been measured in situ in large-scale lysimeters on the landfill Hamburg-Georgswerder, Germany since 1988. The cover systems including different barrier components for water transport were constructed with state-of-the-art technology and have been excavated at several occasions especially to inspect the structure of the barriers. For the first time, the irreversible impact of crack formation in cohesive soil barriers and geosynthetic clay barriers due to desiccation, shrinkage, ion exchange, and plant root penetration has been observed and quantified in this study. After four years of good performance, these covers began to leak between 90 and 200 mm/year (average precipitation of 860 mm/year). The hydraulic conductivity of the cohesive soil barriers increased from
    publisherAmerican Society of Civil Engineers
    titleResults from 18 Years of In Situ Performance Testing of Landfill Cover Systems in Germany
    typeJournal Paper
    journal volume136
    journal issue8
    journal titleJournal of Environmental Engineering
    identifier doi10.1061/(ASCE)EE.1943-7870.0000200
    treeJournal of Environmental Engineering:;2010:;Volume ( 136 ):;issue: 008
    contenttypeFulltext
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