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

    Analytical Solution for Axisymmetric Active Earth Pressure Based on the Characteristics Method considering Orthoradial Geometric Condition

    Source: International Journal of Geomechanics:;2019:;Volume ( 019 ):;issue: 009
    Author:
    Guo-Jun Xiong
    ,
    Jian-Hua Wang
    ,
    Jin-Jian Chen
    DOI: 10.1061/(ASCE)GM.1943-5622.0001406
    Publisher: American Society of Civil Engineers
    Abstract: The current analytical solutions for axisymmetric active earth pressure are based on certain hypothetical relationships between the circumferential stress, the average stress of the meridional plane, and the main shear stress of the meridional plane. To get a stricter analytical solution, the strict mathematical relationship between them is derived based on the circumferential geometric condition, plastic flow theory, and plastic potential theory in this study. A new axisymmetric characteristics theory, which takes into account the friction angle, the dilatation angle of the soil, and the flow velocity, is established. A new analytical solution for axisymmetric active earth pressure is derived based on the new axisymmetric characteristics theory and the hypothesis of the active static state. The solutions developed in this study and the active static-state hypothesis are demonstrated to be reasonably accurate compared with a set of experimental data obtained from the literature. Various comparative analyses were conducted, and many interesting conclusions are obtained; it is found that the analytical solution is greater than the numerical solution. The analytical and numerical solutions for pressure caused by surcharge and weight fall between the solutions of Berezantzev (λ=1) and Cheng (λ=KO), whereas the analytical and numerical solutions for pressure caused by cohesion are greater than those of Berezantzev and Cheng.
    • Download: (1.718Mb)
    • Show Full MetaData Hide Full MetaData
    • Get RIS
    • Item Order
    • Go To Publisher
    • Price: 5000 Rial
    • Statistics

      Analytical Solution for Axisymmetric Active Earth Pressure Based on the Characteristics Method considering Orthoradial Geometric Condition

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/4260265
    Collections
    • International Journal of Geomechanics

    Show full item record

    contributor authorGuo-Jun Xiong
    contributor authorJian-Hua Wang
    contributor authorJin-Jian Chen
    date accessioned2019-09-18T10:41:10Z
    date available2019-09-18T10:41:10Z
    date issued2019
    identifier other%28ASCE%29GM.1943-5622.0001406.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4260265
    description abstractThe current analytical solutions for axisymmetric active earth pressure are based on certain hypothetical relationships between the circumferential stress, the average stress of the meridional plane, and the main shear stress of the meridional plane. To get a stricter analytical solution, the strict mathematical relationship between them is derived based on the circumferential geometric condition, plastic flow theory, and plastic potential theory in this study. A new axisymmetric characteristics theory, which takes into account the friction angle, the dilatation angle of the soil, and the flow velocity, is established. A new analytical solution for axisymmetric active earth pressure is derived based on the new axisymmetric characteristics theory and the hypothesis of the active static state. The solutions developed in this study and the active static-state hypothesis are demonstrated to be reasonably accurate compared with a set of experimental data obtained from the literature. Various comparative analyses were conducted, and many interesting conclusions are obtained; it is found that the analytical solution is greater than the numerical solution. The analytical and numerical solutions for pressure caused by surcharge and weight fall between the solutions of Berezantzev (λ=1) and Cheng (λ=KO), whereas the analytical and numerical solutions for pressure caused by cohesion are greater than those of Berezantzev and Cheng.
    publisherAmerican Society of Civil Engineers
    titleAnalytical Solution for Axisymmetric Active Earth Pressure Based on the Characteristics Method considering Orthoradial Geometric Condition
    typeJournal Paper
    journal volume19
    journal issue9
    journal titleInternational Journal of Geomechanics
    identifier doi10.1061/(ASCE)GM.1943-5622.0001406
    page04019099
    treeInternational Journal of Geomechanics:;2019:;Volume ( 019 ):;issue: 009
    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