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    Reconsideration of Initiation of Liquefaction in Sandy Soils

    Source: Journal of Geotechnical Engineering:;1995:;Volume ( 121 ):;issue: 003
    Author:
    Catherine E. Fear
    ,
    Edward C. McRoberts
    DOI: 10.1061/(ASCE)0733-9410(1995)121:3(249)
    Publisher: American Society of Civil Engineers
    Abstract: The Berkeley trigger criterion for evaluating the potential for earthquake-induced phenomena in sandy soils is reviewed in this paper. The historical database comprising the criterion is reconsidered using a consistent “weakest-link-in-the-chain” approach. Revised plots of average cyclic stress ratio (CSR) versus (
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      Reconsideration of Initiation of Liquefaction in Sandy Soils

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    https://yetl.yabesh.ir/yetl1/handle/yetl/21616
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    • Journal of Geotechnical Engineering

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    contributor authorCatherine E. Fear
    contributor authorEdward C. McRoberts
    date accessioned2017-05-08T20:37:36Z
    date available2017-05-08T20:37:36Z
    date copyrightMarch 1995
    date issued1995
    identifier other%28asce%290733-9410%281995%29121%3A3%28249%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/21616
    description abstractThe Berkeley trigger criterion for evaluating the potential for earthquake-induced phenomena in sandy soils is reviewed in this paper. The historical database comprising the criterion is reconsidered using a consistent “weakest-link-in-the-chain” approach. Revised plots of average cyclic stress ratio (CSR) versus (
    publisherAmerican Society of Civil Engineers
    titleReconsideration of Initiation of Liquefaction in Sandy Soils
    typeJournal Paper
    journal volume121
    journal issue3
    journal titleJournal of Geotechnical Engineering
    identifier doi10.1061/(ASCE)0733-9410(1995)121:3(249)
    treeJournal of Geotechnical Engineering:;1995:;Volume ( 121 ):;issue: 003
    contenttypeFulltext
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