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    Minimum Thickness of Compacted Soil Liners: II. Analysis and Case Histories

    Source: Journal of Geotechnical Engineering:;1994:;Volume ( 120 ):;issue: 001
    Author:
    Craig H. Benson
    ,
    David E. Daniel
    DOI: 10.1061/(ASCE)0733-9410(1994)120:1(153)
    Publisher: American Society of Civil Engineers
    Abstract: The stochastic models described in a companion paper were used to analyze compacted soil liners with a variable number of 15 cm (6 in.) thick lifts. No optimum number of lifts could be defined based on first‐passage time; first‐passage time increased as the thickness increased. Both models showed that the flux through the liner and the equivalent hydraulic conductivity decreased and the mean hydraulic conductivity (modeled as a lognormally distributed random variable) of lifts decreased. There was little benefit to increasing the number of lifts beyond four to six lifts. An analysis of case histories of in situ hydraulic conductivity also showed little reduction in hydraulic conductivity when the number of lifts was increased beyond four to six. Based upon hydraulic conductivity considerations, the recommended minimum thickness of compacted soil liners is four to six lifts, or 60 cm to 90 cm (2 ft to 3 ft).
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      Minimum Thickness of Compacted Soil Liners: II. Analysis and Case Histories

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/71779
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    • Journal of Geotechnical Engineering

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    contributor authorCraig H. Benson
    contributor authorDavid E. Daniel
    date accessioned2017-05-08T22:07:24Z
    date available2017-05-08T22:07:24Z
    date copyrightJanuary 1994
    date issued1994
    identifier other29792842.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/71779
    description abstractThe stochastic models described in a companion paper were used to analyze compacted soil liners with a variable number of 15 cm (6 in.) thick lifts. No optimum number of lifts could be defined based on first‐passage time; first‐passage time increased as the thickness increased. Both models showed that the flux through the liner and the equivalent hydraulic conductivity decreased and the mean hydraulic conductivity (modeled as a lognormally distributed random variable) of lifts decreased. There was little benefit to increasing the number of lifts beyond four to six lifts. An analysis of case histories of in situ hydraulic conductivity also showed little reduction in hydraulic conductivity when the number of lifts was increased beyond four to six. Based upon hydraulic conductivity considerations, the recommended minimum thickness of compacted soil liners is four to six lifts, or 60 cm to 90 cm (2 ft to 3 ft).
    publisherAmerican Society of Civil Engineers
    titleMinimum Thickness of Compacted Soil Liners: II. Analysis and Case Histories
    typeJournal Paper
    journal volume120
    journal issue1
    journal titleJournal of Geotechnical Engineering
    identifier doi10.1061/(ASCE)0733-9410(1994)120:1(153)
    treeJournal of Geotechnical Engineering:;1994:;Volume ( 120 ):;issue: 001
    contenttypeFulltext
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