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    A Novel Simple Solution to Cavity Expansion Problem in Crushable Granular Materials Based on Energy Dissipation Method

    Source: International Journal of Geomechanics:;2022:;Volume ( 022 ):;issue: 002::page 04021281
    Author:
    Wei Luo
    ,
    Jiabao Li
    ,
    Jinfeng Zou
    ,
    Penghao Zhang
    ,
    Yao Rong
    DOI: 10.1061/(ASCE)GM.1943-5622.0002271
    Publisher: ASCE
    Abstract: This study presents an energy dissipation analysis approach for cavity expansion problems in crushable granular materials under the high stress state. By assuming that the energy dissipation generated from cavity expansion is mainly absorbed by the volume strain deformation in the plastic region, the energy conservation equations of the volume changes and energy dissipation in the plastic region during cavity expansion are reconstructed based on the compression failure mechanism. The limit pressure of the cavity expansion under high stresses is obtained based on a new critical state line for the crushable granular materials and the energy dissipation analysis method. The proposed approach is validated by the existed results. The effects of the initial void ratio and stress for the crushable granular materials on limiting expansion pressure of cavity expansion are investigated particularly. The results show that the effect is proved to be significant and must be considered in the analysis of cavity expansion problems, particularly for crushable granular materials at high stress.
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      A Novel Simple Solution to Cavity Expansion Problem in Crushable Granular Materials Based on Energy Dissipation Method

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/4283399
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    • International Journal of Geomechanics

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    contributor authorWei Luo
    contributor authorJiabao Li
    contributor authorJinfeng Zou
    contributor authorPenghao Zhang
    contributor authorYao Rong
    date accessioned2022-05-07T21:09:58Z
    date available2022-05-07T21:09:58Z
    date issued2022-2-1
    identifier other(ASCE)GM.1943-5622.0002271.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4283399
    description abstractThis study presents an energy dissipation analysis approach for cavity expansion problems in crushable granular materials under the high stress state. By assuming that the energy dissipation generated from cavity expansion is mainly absorbed by the volume strain deformation in the plastic region, the energy conservation equations of the volume changes and energy dissipation in the plastic region during cavity expansion are reconstructed based on the compression failure mechanism. The limit pressure of the cavity expansion under high stresses is obtained based on a new critical state line for the crushable granular materials and the energy dissipation analysis method. The proposed approach is validated by the existed results. The effects of the initial void ratio and stress for the crushable granular materials on limiting expansion pressure of cavity expansion are investigated particularly. The results show that the effect is proved to be significant and must be considered in the analysis of cavity expansion problems, particularly for crushable granular materials at high stress.
    publisherASCE
    titleA Novel Simple Solution to Cavity Expansion Problem in Crushable Granular Materials Based on Energy Dissipation Method
    typeJournal Paper
    journal volume22
    journal issue2
    journal titleInternational Journal of Geomechanics
    identifier doi10.1061/(ASCE)GM.1943-5622.0002271
    journal fristpage04021281
    journal lastpage04021281-11
    page11
    treeInternational Journal of Geomechanics:;2022:;Volume ( 022 ):;issue: 002
    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
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