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

    Stability and Evolution of Planar and Concave Slopes under Unsaturated and Rainfall Conditions

    Source: International Journal of Geomechanics:;2020:;Volume ( 020 ):;issue: 007
    Author:
    Arash Hassanikhah
    ,
    Eric C. Drumm
    DOI: 10.1061/(ASCE)GM.1943-5622.0001662
    Publisher: ASCE
    Abstract: Natural slopes are often observed to have a concave, convex, or a combination concave/convex profile, yet constructed slopes are traditionally designed with planar cross-sectional geometry. In this paper, the stability of two planar slopes was compared with that of companion concave slopes, designed to have similar factor of safety (FOS) under gravity loading. The stability of these slopes was then investigated in response to a suction event followed by a precipitation event, and it was shown that both the planar and the concave slopes experienced similar changes in stability. Additional analyses were conducted with a simulated erosion mechanism to investigate how the planar and concave shapes would evolve under a sequence of three similar suction/precipitation/erosion cycles. The results suggest that for these slopes, the second and third simulated weather cycles reduced the stability of the slopes, yet had a lesser effect on the concave slopes than the planar slopes. This is in spite of the fact that the planar slopes became more concave-like due to the simulated erosion and suggests that slopes designed to be concave may perform better than the planar slopes.
    • Download: (3.012Mb)
    • Show Full MetaData Hide Full MetaData
    • Get RIS
    • Item Order
    • Go To Publisher
    • Price: 5000 Rial
    • Statistics

      Stability and Evolution of Planar and Concave Slopes under Unsaturated and Rainfall Conditions

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/4265690
    Collections
    • International Journal of Geomechanics

    Show full item record

    contributor authorArash Hassanikhah
    contributor authorEric C. Drumm
    date accessioned2022-01-30T19:38:10Z
    date available2022-01-30T19:38:10Z
    date issued2020
    identifier other%28ASCE%29GM.1943-5622.0001662.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4265690
    description abstractNatural slopes are often observed to have a concave, convex, or a combination concave/convex profile, yet constructed slopes are traditionally designed with planar cross-sectional geometry. In this paper, the stability of two planar slopes was compared with that of companion concave slopes, designed to have similar factor of safety (FOS) under gravity loading. The stability of these slopes was then investigated in response to a suction event followed by a precipitation event, and it was shown that both the planar and the concave slopes experienced similar changes in stability. Additional analyses were conducted with a simulated erosion mechanism to investigate how the planar and concave shapes would evolve under a sequence of three similar suction/precipitation/erosion cycles. The results suggest that for these slopes, the second and third simulated weather cycles reduced the stability of the slopes, yet had a lesser effect on the concave slopes than the planar slopes. This is in spite of the fact that the planar slopes became more concave-like due to the simulated erosion and suggests that slopes designed to be concave may perform better than the planar slopes.
    publisherASCE
    titleStability and Evolution of Planar and Concave Slopes under Unsaturated and Rainfall Conditions
    typeJournal Paper
    journal volume20
    journal issue7
    journal titleInternational Journal of Geomechanics
    identifier doi10.1061/(ASCE)GM.1943-5622.0001662
    page04020099
    treeInternational Journal of Geomechanics:;2020:;Volume ( 020 ):;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