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    Closure to “Limit-Equilibrium Method for Reinforced Slope Stability and Optimum Design of Antislide Micropile Parameters” by Deng Dong-ping, Li Liang, and Zhao Lian-heng

    Source: International Journal of Geomechanics:;2018:;Volume ( 018 ):;issue: 005
    Author:
    Dong-ping Deng;Liang Li;Lian-heng Zhao
    DOI: 10.1061/(ASCE)GM.1943-5622.0001077
    Publisher: American Society of Civil Engineers
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      Closure to “Limit-Equilibrium Method for Reinforced Slope Stability and Optimum Design of Antislide Micropile Parameters” by Deng Dong-ping, Li Liang, and Zhao Lian-heng

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4249917
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    contributor authorDong-ping Deng;Liang Li;Lian-heng Zhao
    date accessioned2019-02-26T07:51:55Z
    date available2019-02-26T07:51:55Z
    date issued2018
    identifier other%28ASCE%29GM.1943-5622.0001077.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4249917
    publisherAmerican Society of Civil Engineers
    titleClosure to “Limit-Equilibrium Method for Reinforced Slope Stability and Optimum Design of Antislide Micropile Parameters” by Deng Dong-ping, Li Liang, and Zhao Lian-heng
    typeJournal Paper
    journal volume18
    journal issue5
    journal titleInternational Journal of Geomechanics
    identifier doi10.1061/(ASCE)GM.1943-5622.0001077
    page7018006
    treeInternational Journal of Geomechanics:;2018:;Volume ( 018 ):;issue: 005
    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
    yabeshDSpacePersian