• Login
    View Item 
    •   DSpace Home
    • ASCE
    • Journal of Geotechnical Engineering
    • View Item
    •   DSpace Home
    • ASCE
    • Journal of Geotechnical Engineering
    • View Item
    JavaScript is disabled for your browser. Some features of this site may not work without it.

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

    Thumbnail
    View/Open
    29792842.pdf (1.033Mb)
    Date
    1994
    Author
    Craig H. Benson
    David E. Daniel
    Metadata
    Show full item record
    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).
    URI
    http://yetl.yabesh.ir/yetl/handle/yetl/71779
    Collections
    • Journal of Geotechnical Engineering

    DSpace software copyright © 2002-2015  DuraSpace
    Contact Us | Send Feedback
    Theme by 
    @mire NV
     

     

    Browse

    All of DSpaceCommunities & CollectionsBy Issue DateAuthorsTitlesSubjectsThis CollectionBy Issue DateAuthorsTitlesSubjects

    My Account

    LoginRegister

    Statistics

    View Usage Statistics

    DSpace software copyright © 2002-2015  DuraSpace
    Contact Us | Send Feedback
    Theme by 
    @mire NV