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    Limit Equilibrium as Basis for Design of Geosynthetic Reinforced Slopes

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2000:;Volume ( 126 ):;issue: 003
    Author:
    Mauricio Ehrlich
    ,
    Bruno T. Dantas
    ,
    Jorge G. Zornberg
    ,
    Nicholas Sitar
    ,
    James K. Mitchell
    DOI: 10.1061/(ASCE)1090-0241(2000)126:3(286)
    Publisher: American Society of Civil Engineers
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      Limit Equilibrium as Basis for Design of Geosynthetic Reinforced Slopes

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/51874
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    contributor authorMauricio Ehrlich
    contributor authorBruno T. Dantas
    contributor authorJorge G. Zornberg
    contributor authorNicholas Sitar
    contributor authorJames K. Mitchell
    date accessioned2017-05-08T21:26:57Z
    date available2017-05-08T21:26:57Z
    date copyrightMarch 2000
    date issued2000
    identifier other%28asce%291090-0241%282000%29126%3A3%28286%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/51874
    publisherAmerican Society of Civil Engineers
    titleLimit Equilibrium as Basis for Design of Geosynthetic Reinforced Slopes
    typeJournal Paper
    journal volume126
    journal issue3
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)1090-0241(2000)126:3(286)
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2000:;Volume ( 126 ):;issue: 003
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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