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    Coefficient of Consolidation by Inflection Point Method

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;1999:;Volume ( 125 ):;issue: 008
    Author:
    G. Mesri
    ,
    T. W. Feng
    ,
    M. Shahien
    DOI: 10.1061/(ASCE)1090-0241(1999)125:8(716)
    Publisher: American Society of Civil Engineers
    Abstract: The coefficient of consolidation in the Terzaghi theory of consolidation has been commonly determined by fitting the theory to observed compression with time in an incremental loading oedometer test. The Terzaghi theory is applicable to compression and swelling. A similar coefficient governed by horizontal permeability is used in the Barron formulation of consolidation with vertical drains. The most widely used graphical methods of Casagrande and Taylor, which fit the theory to observed data at 50 and 90% primary compression, respectively, are rather laborious. The inflection point method requires only a visual identification of the inflection point on the compression versus log time curve. The values of coefficients of consolidation by the simple inflection point method are quite similar to those from the Casagrande method.
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      Coefficient of Consolidation by Inflection Point Method

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    http://yetl.yabesh.ir/yetl1/handle/yetl/51776
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    • Journal of Geotechnical and Geoenvironmental Engineering

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    contributor authorG. Mesri
    contributor authorT. W. Feng
    contributor authorM. Shahien
    date accessioned2017-05-08T21:26:47Z
    date available2017-05-08T21:26:47Z
    date copyrightAugust 1999
    date issued1999
    identifier other%28asce%291090-0241%281999%29125%3A8%28716%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/51776
    description abstractThe coefficient of consolidation in the Terzaghi theory of consolidation has been commonly determined by fitting the theory to observed compression with time in an incremental loading oedometer test. The Terzaghi theory is applicable to compression and swelling. A similar coefficient governed by horizontal permeability is used in the Barron formulation of consolidation with vertical drains. The most widely used graphical methods of Casagrande and Taylor, which fit the theory to observed data at 50 and 90% primary compression, respectively, are rather laborious. The inflection point method requires only a visual identification of the inflection point on the compression versus log time curve. The values of coefficients of consolidation by the simple inflection point method are quite similar to those from the Casagrande method.
    publisherAmerican Society of Civil Engineers
    titleCoefficient of Consolidation by Inflection Point Method
    typeJournal Paper
    journal volume125
    journal issue8
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)1090-0241(1999)125:8(716)
    treeJournal of Geotechnical and Geoenvironmental Engineering:;1999:;Volume ( 125 ):;issue: 008
    contenttypeFulltext
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