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    Mapping of Liquefaction Severity Index

    Source: Journal of Geotechnical Engineering:;1987:;Volume ( 113 ):;issue: 011
    Author:
    T. Leslie Youd
    ,
    David M. Perkins
    DOI: 10.1061/(ASCE)0733-9410(1987)113:11(1374)
    Publisher: American Society of Civil Engineers
    Abstract: A technique is developed for compiling liquefaction hazard maps by mapping a parameter termed liquefaction severity index (LSI). LSI, a measure of ground failure displacement, is based on the displacement of lateral spreads on gently‐sloping late Holocene fluvial deposits such as floodplains and deltas. By selecting a specific geologic environment, LSI is normalized with respect to site conditions. LSIs are evaluated for several earthquakes in the western United States, and an equation is developed between LSI, earthquake magnitude, and distance from the seismic energy source. This equation and a model of seismic energy sources is used with a published seismic risk algorithm to compile probabilistic LSI maps for southern California. The maps show contours of LSI with 90% probability of nonexceedance in periods of 10, 50, and 250 years. LSI maps are useful for determining the relative liquefaction hazard and provide an index of possible maximum ground displacement.
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      Mapping of Liquefaction Severity Index

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    contributor authorT. Leslie Youd
    contributor authorDavid M. Perkins
    date accessioned2017-05-08T20:34:29Z
    date available2017-05-08T20:34:29Z
    date copyrightNovember 1987
    date issued1987
    identifier other%28asce%290733-9410%281987%29113%3A11%281374%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/20013
    description abstractA technique is developed for compiling liquefaction hazard maps by mapping a parameter termed liquefaction severity index (LSI). LSI, a measure of ground failure displacement, is based on the displacement of lateral spreads on gently‐sloping late Holocene fluvial deposits such as floodplains and deltas. By selecting a specific geologic environment, LSI is normalized with respect to site conditions. LSIs are evaluated for several earthquakes in the western United States, and an equation is developed between LSI, earthquake magnitude, and distance from the seismic energy source. This equation and a model of seismic energy sources is used with a published seismic risk algorithm to compile probabilistic LSI maps for southern California. The maps show contours of LSI with 90% probability of nonexceedance in periods of 10, 50, and 250 years. LSI maps are useful for determining the relative liquefaction hazard and provide an index of possible maximum ground displacement.
    publisherAmerican Society of Civil Engineers
    titleMapping of Liquefaction Severity Index
    typeJournal Paper
    journal volume113
    journal issue11
    journal titleJournal of Geotechnical Engineering
    identifier doi10.1061/(ASCE)0733-9410(1987)113:11(1374)
    treeJournal of Geotechnical Engineering:;1987:;Volume ( 113 ):;issue: 011
    contenttypeFulltext
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