YaBeSH Engineering and Technology Library

    • Journals
    • PaperQuest
    • YSE Standards
    • YaBeSH
    • Login
    View Item 
    •   YE&T Library
    • ASCE
    • International Journal of Geomechanics
    • View Item
    •   YE&T Library
    • ASCE
    • International Journal of Geomechanics
    • View Item
    • All Fields
    • Source Title
    • Year
    • Publisher
    • Title
    • Subject
    • Author
    • DOI
    • ISBN
    Advanced Search
    JavaScript is disabled for your browser. Some features of this site may not work without it.

    Archive

    New Perspective on Seismic Slope Stability Analysis

    Source: International Journal of Geomechanics:;2018:;Volume ( 018 ):;issue: 007
    Author:
    Qin Changbing;Chian Siau Chen
    DOI: 10.1061/(ASCE)GM.1943-5622.0001170
    Publisher: American Society of Civil Engineers
    Abstract: This article proposes a graphical method associated with the g line to evaluate seismic slope stability. The g line depicts the combinations of c/γH and tanφ that are necessary to maintain slope stability at the critical limit state. Correlations of c/γH and tanφ are established based on the work-rate balance equation. Under a kinematic analysis, the pseudostatic upper-bound solution of c/γH is sought with an optimization procedure. After having determined the g line, the factor of safety for a specific slope can be easily estimated without the need for iterative calculations. For ease of practical use, a set of stability charts is presented. This approach also permits determination of the critical failure mode, including toe or below the toe.
    • Download: (1.576Mb)
    • Show Full MetaData Hide Full MetaData
    • Get RIS
    • Item Order
    • Go To Publisher
    • Statistics

      New Perspective on Seismic Slope Stability Analysis

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/4249892
    Collections
    • International Journal of Geomechanics

    Show full item record

    contributor authorQin Changbing;Chian Siau Chen
    date accessioned2019-02-26T07:51:43Z
    date available2019-02-26T07:51:43Z
    date issued2018
    identifier other%28ASCE%29GM.1943-5622.0001170.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4249892
    description abstractThis article proposes a graphical method associated with the g line to evaluate seismic slope stability. The g line depicts the combinations of c/γH and tanφ that are necessary to maintain slope stability at the critical limit state. Correlations of c/γH and tanφ are established based on the work-rate balance equation. Under a kinematic analysis, the pseudostatic upper-bound solution of c/γH is sought with an optimization procedure. After having determined the g line, the factor of safety for a specific slope can be easily estimated without the need for iterative calculations. For ease of practical use, a set of stability charts is presented. This approach also permits determination of the critical failure mode, including toe or below the toe.
    publisherAmerican Society of Civil Engineers
    titleNew Perspective on Seismic Slope Stability Analysis
    typeJournal Paper
    journal volume18
    journal issue7
    journal titleInternational Journal of Geomechanics
    identifier doi10.1061/(ASCE)GM.1943-5622.0001170
    page6018013
    treeInternational Journal of Geomechanics:;2018:;Volume ( 018 ):;issue: 007
    contenttypeFulltext
    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian
     
    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian