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    Generalized Three‐Dimensional Slope‐Stability Analysis

    Source: Journal of Geotechnical Engineering:;1992:;Volume ( 118 ):;issue: 011
    Author:
    Dov Leshchinsky
    ,
    Ching‐Chuan Huang
    DOI: 10.1061/(ASCE)0733-9410(1992)118:11(1748)
    Publisher: American Society of Civil Engineers
    Abstract: A 3‐D slope‐stability‐analysis method, explicitly satisfying all limiting‐equilibrium equations, is presented. To make the problem statically determinate, the variational approach, rather than intuition in 3‐D, is used. In this approach, the normal stress over the user's specified slip surface, which satisfies global limiting equilibrium and produces the minimum factor of safety for the critical surface, is sought and obtained mathematically. A simple numerical scheme to attain the safety factor is detailed and all the algorithms needed to assemble a computer program are given. Upon discretization of the surface by
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      Generalized Three‐Dimensional Slope‐Stability Analysis

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    http://yetl.yabesh.ir/yetl1/handle/yetl/20940
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    contributor authorDov Leshchinsky
    contributor authorChing‐Chuan Huang
    date accessioned2017-05-08T20:36:17Z
    date available2017-05-08T20:36:17Z
    date copyrightNovember 1992
    date issued1992
    identifier other%28asce%290733-9410%281992%29118%3A11%281748%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/20940
    description abstractA 3‐D slope‐stability‐analysis method, explicitly satisfying all limiting‐equilibrium equations, is presented. To make the problem statically determinate, the variational approach, rather than intuition in 3‐D, is used. In this approach, the normal stress over the user's specified slip surface, which satisfies global limiting equilibrium and produces the minimum factor of safety for the critical surface, is sought and obtained mathematically. A simple numerical scheme to attain the safety factor is detailed and all the algorithms needed to assemble a computer program are given. Upon discretization of the surface by
    publisherAmerican Society of Civil Engineers
    titleGeneralized Three‐Dimensional Slope‐Stability Analysis
    typeJournal Paper
    journal volume118
    journal issue11
    journal titleJournal of Geotechnical Engineering
    identifier doi10.1061/(ASCE)0733-9410(1992)118:11(1748)
    treeJournal of Geotechnical Engineering:;1992:;Volume ( 118 ):;issue: 011
    contenttypeFulltext
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