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    Mathematical Modeling of the Injection of Grout into a Horizontal Slot

    Source: International Journal of Geomechanics:;2016:;Volume ( 016 ):;issue: 004
    Author:
    How Tion Puay
    ,
    Takashi Hosoda
    DOI: 10.1061/(ASCE)GM.1943-5622.0000566
    Publisher: American Society of Civil Engineers
    Abstract: This study presents a mathematical model for the injection of Bingham fluid as common grout material into a horizontal slot formed between parallel plates. The proposed model consisted of a grout reservoir model, a slot model, and an intermediate model that bridged the former two models. The authors showed that it is necessary to include a grout reservoir model in the injection model to avoid singularity of velocity when the grout penetration length is zero. This approach also allowed investigation of the initial stage flow condition during the injection process, especially at the inlet of the slot. Based on the proposed model, the approximate solution for the grout penetration length at the initial stage of injection was also derived. The performance of the proposed model was compared against a well-established model under laminar flow condition.
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      Mathematical Modeling of the Injection of Grout into a Horizontal Slot

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4245736
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    contributor authorHow Tion Puay
    contributor authorTakashi Hosoda
    date accessioned2017-12-30T13:06:37Z
    date available2017-12-30T13:06:37Z
    date issued2016
    identifier other%28ASCE%29GM.1943-5622.0000566.pdf
    identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4245736
    description abstractThis study presents a mathematical model for the injection of Bingham fluid as common grout material into a horizontal slot formed between parallel plates. The proposed model consisted of a grout reservoir model, a slot model, and an intermediate model that bridged the former two models. The authors showed that it is necessary to include a grout reservoir model in the injection model to avoid singularity of velocity when the grout penetration length is zero. This approach also allowed investigation of the initial stage flow condition during the injection process, especially at the inlet of the slot. Based on the proposed model, the approximate solution for the grout penetration length at the initial stage of injection was also derived. The performance of the proposed model was compared against a well-established model under laminar flow condition.
    publisherAmerican Society of Civil Engineers
    titleMathematical Modeling of the Injection of Grout into a Horizontal Slot
    typeJournal Paper
    journal volume16
    journal issue4
    journal titleInternational Journal of Geomechanics
    identifier doi10.1061/(ASCE)GM.1943-5622.0000566
    page06015011
    treeInternational Journal of Geomechanics:;2016:;Volume ( 016 ):;issue: 004
    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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