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    Pore Pressure Development During Cyclic Loading

    Source: Journal of Geotechnical Engineering:;1983:;Volume ( 109 ):;issue: 001
    Author:
    Ching S. Chang
    ,
    Ching L. Kuo
    ,
    Ernest T. Selig
    DOI: 10.1061/(ASCE)0733-9410(1983)109:1(103)
    Publisher: American Society of Civil Engineers
    Abstract: A mathematical expression is developed for the relationship between the excess pore pressure buildup in sands during cyclic loading and the normalized number of cycles. This expression is based on the equations proposed by previous investigators, but the effects of anisotropic stress conditions are represented more accurately. The new method is capable of covering the full range of anisotropic consolidation stress values. Satisfactory agreement is found between the predictions with this analytical expression and available cyclic test results.
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      Pore Pressure Development During Cyclic Loading

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/19250
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    • Journal of Geotechnical Engineering

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    contributor authorChing S. Chang
    contributor authorChing L. Kuo
    contributor authorErnest T. Selig
    date accessioned2017-05-08T20:32:56Z
    date available2017-05-08T20:32:56Z
    date copyrightJanuary 1983
    date issued1983
    identifier other%28asce%290733-9410%281983%29109%3A1%28103%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/19250
    description abstractA mathematical expression is developed for the relationship between the excess pore pressure buildup in sands during cyclic loading and the normalized number of cycles. This expression is based on the equations proposed by previous investigators, but the effects of anisotropic stress conditions are represented more accurately. The new method is capable of covering the full range of anisotropic consolidation stress values. Satisfactory agreement is found between the predictions with this analytical expression and available cyclic test results.
    publisherAmerican Society of Civil Engineers
    titlePore Pressure Development During Cyclic Loading
    typeJournal Paper
    journal volume109
    journal issue1
    journal titleJournal of Geotechnical Engineering
    identifier doi10.1061/(ASCE)0733-9410(1983)109:1(103)
    treeJournal of Geotechnical Engineering:;1983:;Volume ( 109 ):;issue: 001
    contenttypeFulltext
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