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    Simplified Procedure for Estimating Earthquake-Induced Deviatoric Slope Displacements

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2007:;Volume ( 133 ):;issue: 004
    Author:
    Jonathan D. Bray
    ,
    Thaleia Travasarou
    DOI: 10.1061/(ASCE)1090-0241(2007)133:4(381)
    Publisher: American Society of Civil Engineers
    Abstract: A simplified semiempirical predictive relationship for estimating permanent displacements due to earthquake-induced deviatoric deformations is presented. It utilizes a nonlinear fully coupled stick-slip sliding block model to capture the dynamic performance of an earth dam, natural slope, compacted earth fill, or municipal solid-waste landfill. The primary source of uncertainty in assessing the likely performance of an earth/waste system during an earthquake is the input ground motion. Hence, a comprehensive database containing 688 recorded ground motions is used to compute seismic displacements. A seismic displacement model is developed that captures the primary influence of the system’s yield coefficient
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      Simplified Procedure for Estimating Earthquake-Induced Deviatoric Slope Displacements

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    http://yetl.yabesh.ir/yetl1/handle/yetl/53123
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    • Journal of Geotechnical and Geoenvironmental Engineering

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    contributor authorJonathan D. Bray
    contributor authorThaleia Travasarou
    date accessioned2017-05-08T21:28:52Z
    date available2017-05-08T21:28:52Z
    date copyrightApril 2007
    date issued2007
    identifier other%28asce%291090-0241%282007%29133%3A4%28381%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/53123
    description abstractA simplified semiempirical predictive relationship for estimating permanent displacements due to earthquake-induced deviatoric deformations is presented. It utilizes a nonlinear fully coupled stick-slip sliding block model to capture the dynamic performance of an earth dam, natural slope, compacted earth fill, or municipal solid-waste landfill. The primary source of uncertainty in assessing the likely performance of an earth/waste system during an earthquake is the input ground motion. Hence, a comprehensive database containing 688 recorded ground motions is used to compute seismic displacements. A seismic displacement model is developed that captures the primary influence of the system’s yield coefficient
    publisherAmerican Society of Civil Engineers
    titleSimplified Procedure for Estimating Earthquake-Induced Deviatoric Slope Displacements
    typeJournal Paper
    journal volume133
    journal issue4
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)1090-0241(2007)133:4(381)
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2007:;Volume ( 133 ):;issue: 004
    contenttypeFulltext
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