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    Steady‐State Strength Analysis of Lower San Fernando Dam Slide

    Source: Journal of Geotechnical Engineering:;1992:;Volume ( 118 ):;issue: 003
    Author:
    Gonzalo Castro
    ,
    Raymond B. Seed
    ,
    Thomas O. Keller
    ,
    H. Bolton Seed
    DOI: 10.1061/(ASCE)0733-9410(1992)118:3(406)
    Publisher: American Society of Civil Engineers
    Abstract: An extensive reevaluation of the seismically induced 1971 Lower San Fernando dam slide is performed using steady‐state strength concepts. This investigation includes both field and laboratory testing and is carried out as a cooperative effort by four organizations. The undrained steady‐state strength
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      Steady‐State Strength Analysis of Lower San Fernando Dam Slide

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/20995
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    contributor authorGonzalo Castro
    contributor authorRaymond B. Seed
    contributor authorThomas O. Keller
    contributor authorH. Bolton Seed
    date accessioned2017-05-08T20:36:24Z
    date available2017-05-08T20:36:24Z
    date copyrightMarch 1992
    date issued1992
    identifier other%28asce%290733-9410%281992%29118%3A3%28406%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/20995
    description abstractAn extensive reevaluation of the seismically induced 1971 Lower San Fernando dam slide is performed using steady‐state strength concepts. This investigation includes both field and laboratory testing and is carried out as a cooperative effort by four organizations. The undrained steady‐state strength
    publisherAmerican Society of Civil Engineers
    titleSteady‐State Strength Analysis of Lower San Fernando Dam Slide
    typeJournal Paper
    journal volume118
    journal issue3
    journal titleJournal of Geotechnical Engineering
    identifier doi10.1061/(ASCE)0733-9410(1992)118:3(406)
    treeJournal of Geotechnical Engineering:;1992:;Volume ( 118 ):;issue: 003
    contenttypeFulltext
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