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    Preconsolidation versus Aging Behavior of Kaolinite Clay

    Source: Journal of Geotechnical Engineering:;1993:;Volume ( 119 ):;issue: 006
    Author:
    G. A. Athanasopoulos
    DOI: 10.1061/(ASCE)0733-9410(1993)119:6(1060)
    Publisher: American Society of Civil Engineers
    Abstract: Results of resonant column tests were used to determine the effects of overconsolidation ratio (OCR) and of aging on the normalized rate of secondary increase
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      Preconsolidation versus Aging Behavior of Kaolinite Clay

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    http://yetl.yabesh.ir/yetl1/handle/yetl/21280
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    contributor authorG. A. Athanasopoulos
    date accessioned2017-05-08T20:36:57Z
    date available2017-05-08T20:36:57Z
    date copyrightJune 1993
    date issued1993
    identifier other%28asce%290733-9410%281993%29119%3A6%281060%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/21280
    description abstractResults of resonant column tests were used to determine the effects of overconsolidation ratio (OCR) and of aging on the normalized rate of secondary increase
    publisherAmerican Society of Civil Engineers
    titlePreconsolidation versus Aging Behavior of Kaolinite Clay
    typeJournal Paper
    journal volume119
    journal issue6
    journal titleJournal of Geotechnical Engineering
    identifier doi10.1061/(ASCE)0733-9410(1993)119:6(1060)
    treeJournal of Geotechnical Engineering:;1993:;Volume ( 119 ):;issue: 006
    contenttypeFulltext
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