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    Solution of Base Stability Analysis in Layered Soils

    Source: Journal of Geotechnical Engineering:;1985:;Volume ( 111 ):;issue: 008
    Author:
    Indu Prakash
    DOI: 10.1061/(ASCE)0733-9410(1985)111:8(1027)
    Publisher: American Society of Civil Engineers
    Abstract: A solution to analyze stability against base failure in layered soils having slopes and berms of any shape, surcharge and tension crack is presented. The location of critical circle and its factor of safety is obtained through equations rther than by analysis of the number of slip circles. The solution is presented through stability parameters and charts.
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      Solution of Base Stability Analysis in Layered Soils

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    http://yetl.yabesh.ir/yetl1/handle/yetl/19790
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    • Journal of Geotechnical Engineering

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    contributor authorIndu Prakash
    date accessioned2017-05-08T20:34:03Z
    date available2017-05-08T20:34:03Z
    date copyrightAugust 1985
    date issued1985
    identifier other%28asce%290733-9410%281985%29111%3A8%281027%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/19790
    description abstractA solution to analyze stability against base failure in layered soils having slopes and berms of any shape, surcharge and tension crack is presented. The location of critical circle and its factor of safety is obtained through equations rther than by analysis of the number of slip circles. The solution is presented through stability parameters and charts.
    publisherAmerican Society of Civil Engineers
    titleSolution of Base Stability Analysis in Layered Soils
    typeJournal Paper
    journal volume111
    journal issue8
    journal titleJournal of Geotechnical Engineering
    identifier doi10.1061/(ASCE)0733-9410(1985)111:8(1027)
    treeJournal of Geotechnical Engineering:;1985:;Volume ( 111 ):;issue: 008
    contenttypeFulltext
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