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    Efficient Evaluation of Reliability for Slopes with Circular Slip Surfaces Using Importance Sampling

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2009:;Volume ( 135 ):;issue: 006
    Author:
    Jianye Ching
    ,
    Kok-Kwang Phoon
    ,
    Yu-Gang Hu
    DOI: 10.1061/(ASCE)GT.1943-5606.0000035
    Publisher: American Society of Civil Engineers
    Abstract: Evaluating the reliability of a slope is a challenging task because the possible slip surface is not known beforehand. Approximate methods via the first-order reliability method provide efficient ways of evaluating failure probability of the “most probable” failure surface. The tradeoff is that the failure probability estimates may be biased towards the unconservative side. The Monte Carlo simulation (MCS) is a viable unbiased way of estimating the failure probability of a slope, but MCS is inefficient for problems with small failure probabilities. This study proposes a novel way based on the importance sampling technique of estimating slope reliability that is unbiased and yet is much more efficient than MCS. In particular, the critical issue of the specification of the importance sampling probability density function will be addressed in detail. Three examples of slope reliability will be used to demonstrate the performance of the new method.
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      Efficient Evaluation of Reliability for Slopes with Circular Slip Surfaces Using Importance Sampling

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    https://yetl.yabesh.ir/yetl1/handle/yetl/61812
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    • Journal of Geotechnical and Geoenvironmental Engineering

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    contributor authorJianye Ching
    contributor authorKok-Kwang Phoon
    contributor authorYu-Gang Hu
    date accessioned2017-05-08T21:46:18Z
    date available2017-05-08T21:46:18Z
    date copyrightJune 2009
    date issued2009
    identifier other%28asce%29gt%2E1943-5606%2E0000050.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/61812
    description abstractEvaluating the reliability of a slope is a challenging task because the possible slip surface is not known beforehand. Approximate methods via the first-order reliability method provide efficient ways of evaluating failure probability of the “most probable” failure surface. The tradeoff is that the failure probability estimates may be biased towards the unconservative side. The Monte Carlo simulation (MCS) is a viable unbiased way of estimating the failure probability of a slope, but MCS is inefficient for problems with small failure probabilities. This study proposes a novel way based on the importance sampling technique of estimating slope reliability that is unbiased and yet is much more efficient than MCS. In particular, the critical issue of the specification of the importance sampling probability density function will be addressed in detail. Three examples of slope reliability will be used to demonstrate the performance of the new method.
    publisherAmerican Society of Civil Engineers
    titleEfficient Evaluation of Reliability for Slopes with Circular Slip Surfaces Using Importance Sampling
    typeJournal Paper
    journal volume135
    journal issue6
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)GT.1943-5606.0000035
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2009:;Volume ( 135 ):;issue: 006
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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