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    Void Fabric Tensor and Ultimate State Surface of Soils

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;1997:;Volume ( 123 ):;issue: 002
    Author:
    B. Muhunthan
    ,
    J. L. Chameau
    DOI: 10.1061/(ASCE)1090-0241(1997)123:2(173)
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents a method to characterize the fabric of soils. Attention is focused on the directional distribution of voids in these materials. The mean porosity and void fabric tensor used in the description are obtained by the stereological technique. The use of a void fabric index to quantify the variation of the fabric tensor with deformation is highlighted. The fabric description is also used to expand the critical state soil mechanics framework. A proposal for an ultimate state surface of soils is made. The study shows that the representation of the ultimate state surface is dependent on the choice of the set of pertinent state variables. Its representation in reduced state dimensions may not be unique. The study further shows that the initiation of strain-softening in soils is the result of structural collapse of the solid skeleton. The use of the void fabric index to identify the initiation of collapse is explored.
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      Void Fabric Tensor and Ultimate State Surface of Soils

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    http://yetl.yabesh.ir/yetl1/handle/yetl/51303
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    contributor authorB. Muhunthan
    contributor authorJ. L. Chameau
    date accessioned2017-05-08T21:26:02Z
    date available2017-05-08T21:26:02Z
    date copyrightFebruary 1997
    date issued1997
    identifier other%28asce%291090-0241%281997%29123%3A2%28173%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/51303
    description abstractThis paper presents a method to characterize the fabric of soils. Attention is focused on the directional distribution of voids in these materials. The mean porosity and void fabric tensor used in the description are obtained by the stereological technique. The use of a void fabric index to quantify the variation of the fabric tensor with deformation is highlighted. The fabric description is also used to expand the critical state soil mechanics framework. A proposal for an ultimate state surface of soils is made. The study shows that the representation of the ultimate state surface is dependent on the choice of the set of pertinent state variables. Its representation in reduced state dimensions may not be unique. The study further shows that the initiation of strain-softening in soils is the result of structural collapse of the solid skeleton. The use of the void fabric index to identify the initiation of collapse is explored.
    publisherAmerican Society of Civil Engineers
    titleVoid Fabric Tensor and Ultimate State Surface of Soils
    typeJournal Paper
    journal volume123
    journal issue2
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)1090-0241(1997)123:2(173)
    treeJournal of Geotechnical and Geoenvironmental Engineering:;1997:;Volume ( 123 ):;issue: 002
    contenttypeFulltext
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