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    Analytical Solution for Stress Distribution around Arbitrary Stopes Using Evolutionary Complex Variable Methods

    Source: International Journal of Geomechanics:;2019:;Volume ( 019 ):;issue: 010
    Author:
    Chongchong Qi
    ,
    Andy Fourie
    ,
    Qiusong Chen
    ,
    Xiangjian Dong
    DOI: 10.1061/(ASCE)GM.1943-5622.0001499
    Publisher: American Society of Civil Engineers
    Abstract: In this study, we proposed an evolutionary complex variable method (ECVM) to find the analytical solution for the stress distribution in an infinite homogeneous, isotropic, and elastic rock mass. This ECVM was a combination of conformal mapping functions, firefly algorithm (FA), and the complex variable theory. Conformal mapping functions were determined by FA to transform arbitrary stope configurations into unit circles. The complex variable theory was then utilized to calculate two complex potential functions, resulting in stress distribution around arbitrary stope configurations solved. A case study involving the analytical solution around rectangular stopes was performed and validated by Abaqus finite-element software. The implementation of the proposed method for arbitrary stope configurations was discussed, and conformal mapping functions for several complex stope configurations were provided. The results showed that there was a good agreement between the analytical solution and numerical modeling. The difference between the analytical solution and Abaqus were mainly around stope corners, which might be because the grid size in Abaqus is not small enough. FA was found to be efficient and advantageous in the determination of conformal mapping functions. The proposed analytical solution has practical significance because it could be used for parameter sensitivity analysis, feasibility studies, and verification of numerical modeling.
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      Analytical Solution for Stress Distribution around Arbitrary Stopes Using Evolutionary Complex Variable Methods

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/4260400
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    contributor authorChongchong Qi
    contributor authorAndy Fourie
    contributor authorQiusong Chen
    contributor authorXiangjian Dong
    date accessioned2019-09-18T10:41:50Z
    date available2019-09-18T10:41:50Z
    date issued2019
    identifier other%28ASCE%29GM.1943-5622.0001499.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4260400
    description abstractIn this study, we proposed an evolutionary complex variable method (ECVM) to find the analytical solution for the stress distribution in an infinite homogeneous, isotropic, and elastic rock mass. This ECVM was a combination of conformal mapping functions, firefly algorithm (FA), and the complex variable theory. Conformal mapping functions were determined by FA to transform arbitrary stope configurations into unit circles. The complex variable theory was then utilized to calculate two complex potential functions, resulting in stress distribution around arbitrary stope configurations solved. A case study involving the analytical solution around rectangular stopes was performed and validated by Abaqus finite-element software. The implementation of the proposed method for arbitrary stope configurations was discussed, and conformal mapping functions for several complex stope configurations were provided. The results showed that there was a good agreement between the analytical solution and numerical modeling. The difference between the analytical solution and Abaqus were mainly around stope corners, which might be because the grid size in Abaqus is not small enough. FA was found to be efficient and advantageous in the determination of conformal mapping functions. The proposed analytical solution has practical significance because it could be used for parameter sensitivity analysis, feasibility studies, and verification of numerical modeling.
    publisherAmerican Society of Civil Engineers
    titleAnalytical Solution for Stress Distribution around Arbitrary Stopes Using Evolutionary Complex Variable Methods
    typeJournal Paper
    journal volume19
    journal issue10
    journal titleInternational Journal of Geomechanics
    identifier doi10.1061/(ASCE)GM.1943-5622.0001499
    page04019113
    treeInternational Journal of Geomechanics:;2019:;Volume ( 019 ):;issue: 010
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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