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

    Coupled Large Deformation and Contaminant Transport in Low-Permeability Clay Layers: Role of Threshold Hydraulic Gradient

    Thumbnail
    View/Open
    JGGEFK.GTENG-14026.pdf (2.812Mb)
    Date
    2026
    Author
    Li, Chuanxun
    Wu, Chunfeng
    Metadata
    Show full item record
    Abstract
    AbstractNatural low-permeability clay is usually used as underlying layers at dredged sludge disposal sites. Both laboratory and field measurements of clay settlement revealed the existence of a threshold hydraulic gradient for water flow, attributable to ...Practical ApplicationsThe coupled model of consolidation and contaminant transport in low-permeability clay layers proposed herein is applicable for evaluating the performance of any contaminant under any waste disposal sites during the service life of ...
    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/4311506
    Collections
    • Journal of Geotechnical and Geoenvironmental 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