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    Effect of Freeze Pipe Eccentricity in Selective Artificial Ground Freezing Applications

    Source: Journal of Thermal Science and Engineering Applications:;2021:;volume( 014 ):;issue: 001::page 11015-1
    Author:
    Zueter, Ahmad F.
    ,
    Madiseh, Ali G.
    ,
    Hassani, Ferri P.
    ,
    Sasmito, Agus P.
    DOI: 10.1115/1.4052595
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Building concentric tubes is one of biggest practical challenges in the construction of freeze-pipes of selective artificial ground freezing (S-AGF) applications for underground mines. In this study, the influence of tubes eccentricity on phase-front expansion (i.e., expansion of the frozen body) and energy consumption of S-AGF systems is analyzed. A 1 + 1D semi-conjugate model that solves two-phase transient energy conservation equation is derived based on the enthalpy method. The 1 + 1D model is first validated against experimental data and then verified with a fully conjugate model from our previous work. After that, the 1 + 1D model is extended to a field-scale of typical underground mines to examine the effect of freeze-pipe eccentricity. The results show that concentric freeze-pipes form the desired frozen ground volume 17% faster than eccentric freeze-pipes. Also, the geometrical profile of the phase-transition front of the frozen ground is found to be significantly influenced by the freeze-pipe eccentricity. Furthermore, in the passive zone, where S-AGF coolants are isolated from the ground to reduce energy consumption, freeze-pipe eccentricity can increase the coolant heat gain by 20%. This percentage can increase up to 200% if radiation heat transfer is minimized.
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      Effect of Freeze Pipe Eccentricity in Selective Artificial Ground Freezing Applications

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    contributor authorZueter, Ahmad F.
    contributor authorMadiseh, Ali G.
    contributor authorHassani, Ferri P.
    contributor authorSasmito, Agus P.
    date accessioned2022-05-08T08:48:17Z
    date available2022-05-08T08:48:17Z
    date copyright11/18/2021 12:00:00 AM
    date issued2021
    identifier issn1948-5085
    identifier othertsea_14_1_011015.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4284364
    description abstractBuilding concentric tubes is one of biggest practical challenges in the construction of freeze-pipes of selective artificial ground freezing (S-AGF) applications for underground mines. In this study, the influence of tubes eccentricity on phase-front expansion (i.e., expansion of the frozen body) and energy consumption of S-AGF systems is analyzed. A 1 + 1D semi-conjugate model that solves two-phase transient energy conservation equation is derived based on the enthalpy method. The 1 + 1D model is first validated against experimental data and then verified with a fully conjugate model from our previous work. After that, the 1 + 1D model is extended to a field-scale of typical underground mines to examine the effect of freeze-pipe eccentricity. The results show that concentric freeze-pipes form the desired frozen ground volume 17% faster than eccentric freeze-pipes. Also, the geometrical profile of the phase-transition front of the frozen ground is found to be significantly influenced by the freeze-pipe eccentricity. Furthermore, in the passive zone, where S-AGF coolants are isolated from the ground to reduce energy consumption, freeze-pipe eccentricity can increase the coolant heat gain by 20%. This percentage can increase up to 200% if radiation heat transfer is minimized.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleEffect of Freeze Pipe Eccentricity in Selective Artificial Ground Freezing Applications
    typeJournal Paper
    journal volume14
    journal issue1
    journal titleJournal of Thermal Science and Engineering Applications
    identifier doi10.1115/1.4052595
    journal fristpage11015-1
    journal lastpage11015-9
    page9
    treeJournal of Thermal Science and Engineering Applications:;2021:;volume( 014 ):;issue: 001
    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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