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    Theoretical Models for the Borehole Pressure of Air-Decoupled Charge with Discontinuous Interface Conditions

    Source: Journal of Engineering Mechanics:;2022:;Volume ( 148 ):;issue: 011::page 04022066
    Author:
    Haixia Wei
    ,
    Chengzhi Wang
    ,
    Jie Zhu
    ,
    Xiaolin Yang
    ,
    Huaibao Chu
    ,
    Dongbing Li
    DOI: 10.1061/(ASCE)EM.1943-7889.0002155
    Publisher: ASCE
    Abstract: The borehole pressure of the rock mass under blasting under consideration is essentially the pressure of the transmitted shock wave acting on the borehole wall. Its value directly affects the fragmentation degree and damage range of the rock mass around the borehole. The whole-process action mechanism of the shock wave in different media and interfaces for air-decoupled charge explosion was comprehensively analyzed, discontinuous Galerkin (DG) method was used to simulate and solve parameters of the multiple media flow field formed by the detonation products and air in the borehole. Two theoretical calculation models of the borehole pressure of air-decoupled charge with discontinuous interface conditions of the pressure and particle velocity were proposed and their algorithm flows were presented. Furthermore, the reliability and feasibility of the proposed models were verified by comparing with the numerical simulation results of the same example under five working conditions. It is suggested to use different theoretical models when using different decoupling coefficients. It is shown that there is an optimal value of the decoupling coefficient for air-decoupled charge, which makes the rock blasting obtain a high utilization rate of explosive energy and good blasting effect at the same time. This study can provide a theoretical basis for revealing the blasting rock-breaking mechanism and optimizing blasting designs.
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      Theoretical Models for the Borehole Pressure of Air-Decoupled Charge with Discontinuous Interface Conditions

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/4287601
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    contributor authorHaixia Wei
    contributor authorChengzhi Wang
    contributor authorJie Zhu
    contributor authorXiaolin Yang
    contributor authorHuaibao Chu
    contributor authorDongbing Li
    date accessioned2022-12-27T20:34:27Z
    date available2022-12-27T20:34:27Z
    date issued2022/11/01
    identifier other(ASCE)EM.1943-7889.0002155.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4287601
    description abstractThe borehole pressure of the rock mass under blasting under consideration is essentially the pressure of the transmitted shock wave acting on the borehole wall. Its value directly affects the fragmentation degree and damage range of the rock mass around the borehole. The whole-process action mechanism of the shock wave in different media and interfaces for air-decoupled charge explosion was comprehensively analyzed, discontinuous Galerkin (DG) method was used to simulate and solve parameters of the multiple media flow field formed by the detonation products and air in the borehole. Two theoretical calculation models of the borehole pressure of air-decoupled charge with discontinuous interface conditions of the pressure and particle velocity were proposed and their algorithm flows were presented. Furthermore, the reliability and feasibility of the proposed models were verified by comparing with the numerical simulation results of the same example under five working conditions. It is suggested to use different theoretical models when using different decoupling coefficients. It is shown that there is an optimal value of the decoupling coefficient for air-decoupled charge, which makes the rock blasting obtain a high utilization rate of explosive energy and good blasting effect at the same time. This study can provide a theoretical basis for revealing the blasting rock-breaking mechanism and optimizing blasting designs.
    publisherASCE
    titleTheoretical Models for the Borehole Pressure of Air-Decoupled Charge with Discontinuous Interface Conditions
    typeJournal Article
    journal volume148
    journal issue11
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)EM.1943-7889.0002155
    journal fristpage04022066
    journal lastpage04022066_12
    page12
    treeJournal of Engineering Mechanics:;2022:;Volume ( 148 ):;issue: 011
    contenttypeFulltext
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