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    Hyperbolic Method for Consolidation Analysis

    Source: Journal of Geotechnical Engineering:;1991:;Volume ( 117 ):;issue: 011
    Author:
    Thiam‐Soon Tan
    ,
    Toshiyuki Inoue
    ,
    Seng‐Lip Lee
    DOI: 10.1061/(ASCE)0733-9410(1991)117:11(1723)
    Publisher: American Society of Civil Engineers
    Abstract: The analysis of consolidation in the field is not easy, because the soil properties are often difficult to determine, especially when the clay deposit is very soft and nonhomogeneous. To monitor the consolidation in such cases, a method that assumes that the settlement (
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      Hyperbolic Method for Consolidation Analysis

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/20739
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    contributor authorThiam‐Soon Tan
    contributor authorToshiyuki Inoue
    contributor authorSeng‐Lip Lee
    date accessioned2017-05-08T20:35:54Z
    date available2017-05-08T20:35:54Z
    date copyrightNovember 1991
    date issued1991
    identifier other%28asce%290733-9410%281991%29117%3A11%281723%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/20739
    description abstractThe analysis of consolidation in the field is not easy, because the soil properties are often difficult to determine, especially when the clay deposit is very soft and nonhomogeneous. To monitor the consolidation in such cases, a method that assumes that the settlement (
    publisherAmerican Society of Civil Engineers
    titleHyperbolic Method for Consolidation Analysis
    typeJournal Paper
    journal volume117
    journal issue11
    journal titleJournal of Geotechnical Engineering
    identifier doi10.1061/(ASCE)0733-9410(1991)117:11(1723)
    treeJournal of Geotechnical Engineering:;1991:;Volume ( 117 ):;issue: 011
    contenttypeFulltext
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