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    Reliability Analysis of Rock Wedge Stability: Knowledge-Based Clustered Partitioning Approach

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2012:;Volume ( 138 ):;issue: 006
    Author:
    Ya-Fen Lee
    ,
    Yun-Yao Chi
    ,
    C. Hsein Juang
    ,
    Der-Her Lee
    DOI: 10.1061/(ASCE)GT.1943-5606.0000618
    Publisher: American Society of Civil Engineers
    Abstract: In this paper a knowledge-based clustered partitioning technique is developed for determining reliability index and failure probability of rock wedge. Here, the a reliability index is analyzed and the optimization is carried out using a knowledge-based clustered partitioning (KCP) technique. The reliability index computed with this KCP technique is compared with those using other approaches such as the Excel Solver-based method. The new technique for determining the reliability index involves a global search method and is found effective and efficient. Reliability analysis with this KCP technique is then used to examine the influence of parameter uncertainties and correlations among the parameters on the failure probability of rock wedges. Significant findings are derived from the sensitivity and parametric analysis.
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      Reliability Analysis of Rock Wedge Stability: Knowledge-Based Clustered Partitioning Approach

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    http://yetl.yabesh.ir/yetl1/handle/yetl/62414
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    contributor authorYa-Fen Lee
    contributor authorYun-Yao Chi
    contributor authorC. Hsein Juang
    contributor authorDer-Her Lee
    date accessioned2017-05-08T21:47:27Z
    date available2017-05-08T21:47:27Z
    date copyrightJune 2012
    date issued2012
    identifier other%28asce%29gt%2E1943-5606%2E0000634.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/62414
    description abstractIn this paper a knowledge-based clustered partitioning technique is developed for determining reliability index and failure probability of rock wedge. Here, the a reliability index is analyzed and the optimization is carried out using a knowledge-based clustered partitioning (KCP) technique. The reliability index computed with this KCP technique is compared with those using other approaches such as the Excel Solver-based method. The new technique for determining the reliability index involves a global search method and is found effective and efficient. Reliability analysis with this KCP technique is then used to examine the influence of parameter uncertainties and correlations among the parameters on the failure probability of rock wedges. Significant findings are derived from the sensitivity and parametric analysis.
    publisherAmerican Society of Civil Engineers
    titleReliability Analysis of Rock Wedge Stability: Knowledge-Based Clustered Partitioning Approach
    typeJournal Paper
    journal volume138
    journal issue6
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)GT.1943-5606.0000618
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2012:;Volume ( 138 ):;issue: 006
    contenttypeFulltext
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