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    Analysis and Mathematical Solutions for Consolidation of a Soil Layer with Depth-Dependent Parameters under Confined Compression

    Source: International Journal of Geomechanics:;2012:;Volume ( 012 ):;issue: 004
    Author:
    Guofu Zhu
    ,
    Jian-Hua Yin
    DOI: 10.1061/(ASCE)GM.1943-5622.0000152
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents several analytical solutions for the consolidation analysis of a soil layer with fairly general laws of variation of permeability and compressibility for both a single-drained condition and a double-drained condition. The solution is described in detail. A normalized time,
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      Analysis and Mathematical Solutions for Consolidation of a Soil Layer with Depth-Dependent Parameters under Confined Compression

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    http://yetl.yabesh.ir/yetl1/handle/yetl/61552
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    contributor authorGuofu Zhu
    contributor authorJian-Hua Yin
    date accessioned2017-05-08T21:45:24Z
    date available2017-05-08T21:45:24Z
    date copyrightAugust 2012
    date issued2012
    identifier other%28asce%29gm%2E1943-5622%2E0000164.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/61552
    description abstractThis paper presents several analytical solutions for the consolidation analysis of a soil layer with fairly general laws of variation of permeability and compressibility for both a single-drained condition and a double-drained condition. The solution is described in detail. A normalized time,
    publisherAmerican Society of Civil Engineers
    titleAnalysis and Mathematical Solutions for Consolidation of a Soil Layer with Depth-Dependent Parameters under Confined Compression
    typeJournal Paper
    journal volume12
    journal issue4
    journal titleInternational Journal of Geomechanics
    identifier doi10.1061/(ASCE)GM.1943-5622.0000152
    treeInternational Journal of Geomechanics:;2012:;Volume ( 012 ):;issue: 004
    contenttypeFulltext
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