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    Estimating Failure Probabilities for California Levees

    Source: Journal of Geotechnical Engineering:;1983:;Volume ( 109 ):;issue: 002
    Author:
    James M. Duncan
    ,
    William N. Houston
    DOI: 10.1061/(ASCE)0733-9410(1983)109:2(260)
    Publisher: American Society of Civil Engineers
    Abstract: The probability of failure of California Delta levees was estimated using simple statistical procedures, based heavily on empirical data. Forty‐four islands were included in the study, and it was found that the probability of failure was strongly linked to the thickness of peat beneath the levees. When the islands were grouped according to peat thickness, it was found that sufficient historical levee failure data was available to estimate the average probability of failure for all the islands in a given peat thickness group. The relative probabilities of failure for the islands within a group were then estimated using slope stability analysis and simple statistical methods. For each island a Factor of Safety Index (FSI) was computed for ranges in water level outside the levee and a range of values of the strength parameter,
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      Estimating Failure Probabilities for California Levees

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    http://yetl.yabesh.ir/yetl1/handle/yetl/19334
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    contributor authorJames M. Duncan
    contributor authorWilliam N. Houston
    date accessioned2017-05-08T20:33:08Z
    date available2017-05-08T20:33:08Z
    date copyrightDecember 1983
    date issued1983
    identifier other%28asce%290733-9410%281983%29109%3A2%28260%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/19334
    description abstractThe probability of failure of California Delta levees was estimated using simple statistical procedures, based heavily on empirical data. Forty‐four islands were included in the study, and it was found that the probability of failure was strongly linked to the thickness of peat beneath the levees. When the islands were grouped according to peat thickness, it was found that sufficient historical levee failure data was available to estimate the average probability of failure for all the islands in a given peat thickness group. The relative probabilities of failure for the islands within a group were then estimated using slope stability analysis and simple statistical methods. For each island a Factor of Safety Index (FSI) was computed for ranges in water level outside the levee and a range of values of the strength parameter,
    publisherAmerican Society of Civil Engineers
    titleEstimating Failure Probabilities for California Levees
    typeJournal Paper
    journal volume109
    journal issue2
    journal titleJournal of Geotechnical Engineering
    identifier doi10.1061/(ASCE)0733-9410(1983)109:2(260)
    treeJournal of Geotechnical Engineering:;1983:;Volume ( 109 ):;issue: 002
    contenttypeFulltext
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