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    Probabilistic Approach for Determination of Liquefaction Potential

    Source: Journal of Energy Engineering:;1999:;Volume ( 125 ):;issue: 001
    Author:
    Ernest Heymsfield
    DOI: 10.1061/(ASCE)0733-9402(1999)125:1(18)
    Publisher: American Society of Civil Engineers
    Abstract: This paper investigates the susceptibility of soil to liquefaction using a probabilistic approach. In order to determine the factor of safety against the potential for liquefaction, a Monte Carlo approach to the probabilistic determination of liquefaction is used instead of the traditional deterministic approach. In the proposed approach, variability is considered in the properties of the soil and in the control motion. Final results are given in terms of probability of occurrence. The approach described in this paper is applied to a homogeneous sand profile and to an actual site with a soil profile that includes both sand and clay. Parameters that may be significant for the occurrence of liquefaction are investigated for these particular examples.
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      Probabilistic Approach for Determination of Liquefaction Potential

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    http://yetl.yabesh.ir/yetl1/handle/yetl/19082
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    contributor authorErnest Heymsfield
    date accessioned2017-05-08T20:32:29Z
    date available2017-05-08T20:32:29Z
    date copyrightApril 1999
    date issued1999
    identifier other%28asce%290733-9402%281999%29125%3A1%2818%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/19082
    description abstractThis paper investigates the susceptibility of soil to liquefaction using a probabilistic approach. In order to determine the factor of safety against the potential for liquefaction, a Monte Carlo approach to the probabilistic determination of liquefaction is used instead of the traditional deterministic approach. In the proposed approach, variability is considered in the properties of the soil and in the control motion. Final results are given in terms of probability of occurrence. The approach described in this paper is applied to a homogeneous sand profile and to an actual site with a soil profile that includes both sand and clay. Parameters that may be significant for the occurrence of liquefaction are investigated for these particular examples.
    publisherAmerican Society of Civil Engineers
    titleProbabilistic Approach for Determination of Liquefaction Potential
    typeJournal Paper
    journal volume125
    journal issue1
    journal titleJournal of Energy Engineering
    identifier doi10.1061/(ASCE)0733-9402(1999)125:1(18)
    treeJournal of Energy Engineering:;1999:;Volume ( 125 ):;issue: 001
    contenttypeFulltext
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