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    Vertical Stress Isobars for Silos and Square Backfilled Mine Stopes

    Source: International Journal of Geomechanics:;2016:;Volume ( 016 ):;issue: 002
    Author:
    Sankha Widisinghe
    ,
    Nagaratnam Sivakugan
    DOI: 10.1061/(ASCE)GM.1943-5622.0000499
    Publisher: American Society of Civil Engineers
    Abstract: Often granular materials are stored in vertical containers with circular or square cross sections. The storage material can be food grains, pharmaceutical powders, chemical pellets, or geomaterials such as mine fills. The design and analysis of these containers require adequate knowledge of the stresses developed within the filled material. The stress isobars developed herein enable the designers to estimate the vertical stress at any point within the fill contained in a silo. The same isobars can also be used for square cross sections, as in the case of backfilled underground mine stopes, without sacrificing the accuracy much. The same method was previously followed by the authors in developing isobars for plane-strain situations. On the basis of the two sets of isobars for trenches and square stopes, it is possible to interpolate the stresses for other rectangular mine stopes, which can serve as good first estimates in the designs.
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      Vertical Stress Isobars for Silos and Square Backfilled Mine Stopes

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    contributor authorSankha Widisinghe
    contributor authorNagaratnam Sivakugan
    date accessioned2017-12-16T09:13:52Z
    date available2017-12-16T09:13:52Z
    date issued2016
    identifier other%28ASCE%29GM.1943-5622.0000499.pdf
    identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4240226
    description abstractOften granular materials are stored in vertical containers with circular or square cross sections. The storage material can be food grains, pharmaceutical powders, chemical pellets, or geomaterials such as mine fills. The design and analysis of these containers require adequate knowledge of the stresses developed within the filled material. The stress isobars developed herein enable the designers to estimate the vertical stress at any point within the fill contained in a silo. The same isobars can also be used for square cross sections, as in the case of backfilled underground mine stopes, without sacrificing the accuracy much. The same method was previously followed by the authors in developing isobars for plane-strain situations. On the basis of the two sets of isobars for trenches and square stopes, it is possible to interpolate the stresses for other rectangular mine stopes, which can serve as good first estimates in the designs.
    publisherAmerican Society of Civil Engineers
    titleVertical Stress Isobars for Silos and Square Backfilled Mine Stopes
    typeJournal Paper
    journal volume16
    journal issue2
    journal titleInternational Journal of Geomechanics
    identifier doi10.1061/(ASCE)GM.1943-5622.0000499
    treeInternational Journal of Geomechanics:;2016:;Volume ( 016 ):;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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