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    Soil Thermal Response to Temperature Cycles and End Boundary Conditions of Energy Piles

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2022:;Volume ( 148 ):;issue: 005::page 04022027
    Author:
    Mohammed Faizal
    ,
    Aria Moradshahi
    ,
    Abdelmalek Bouazza
    ,
    John S. McCartney
    DOI: 10.1061/(ASCE)GT.1943-5606.0002794
    Publisher: ASCE
    Abstract: This paper explores the influence of building cover and pile toe boundary conditions on ground temperature distributions surrounding energy piles. Experimental and numerical studies were conducted on two isolated cast-in-place energy piles installed in dense unsaturated sand, one exposed to the atmosphere at the ground surface (diameter=0.6  m and length=16.1  m) and the other installed under a six-story building (diameter=0.6  m and length=10  m). Investigations were conducted for monotonic heating and daily cyclic temperature changes of the piles ranging between 10°C and 35°C. The changes in ground temperature decreased as radial distance increased from the edge of both piles. Cyclic temperatures in both piles induced lower ground temperature changes and decreased the radial thermal influence zone compared with monotonic heating. However, the radial thermal zone in cyclic operating mode can be influenced by different ratios of heating to cooling times and hence should be selected carefully to avoid unexpected ground temperature changes. Atmospheric effects were observed up to a depth of 2 m for the energy pile exposed to the atmosphere. The insulation provided by the building footprint slightly decreased the impacts of ground-atmosphere interaction on the soil temperature distribution with depth near the surface compared to the energy pile exposed to the atmosphere. The ground temperature variations were dominant along the length of the heat exchanger loops for both piles. However, they were negligible near the pile toe below the heat exchanger loops for both piles.
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      Soil Thermal Response to Temperature Cycles and End Boundary Conditions of Energy Piles

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4283623
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    contributor authorMohammed Faizal
    contributor authorAria Moradshahi
    contributor authorAbdelmalek Bouazza
    contributor authorJohn S. McCartney
    date accessioned2022-05-07T21:21:10Z
    date available2022-05-07T21:21:10Z
    date issued2022-03-11
    identifier other(ASCE)GT.1943-5606.0002794.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4283623
    description abstractThis paper explores the influence of building cover and pile toe boundary conditions on ground temperature distributions surrounding energy piles. Experimental and numerical studies were conducted on two isolated cast-in-place energy piles installed in dense unsaturated sand, one exposed to the atmosphere at the ground surface (diameter=0.6  m and length=16.1  m) and the other installed under a six-story building (diameter=0.6  m and length=10  m). Investigations were conducted for monotonic heating and daily cyclic temperature changes of the piles ranging between 10°C and 35°C. The changes in ground temperature decreased as radial distance increased from the edge of both piles. Cyclic temperatures in both piles induced lower ground temperature changes and decreased the radial thermal influence zone compared with monotonic heating. However, the radial thermal zone in cyclic operating mode can be influenced by different ratios of heating to cooling times and hence should be selected carefully to avoid unexpected ground temperature changes. Atmospheric effects were observed up to a depth of 2 m for the energy pile exposed to the atmosphere. The insulation provided by the building footprint slightly decreased the impacts of ground-atmosphere interaction on the soil temperature distribution with depth near the surface compared to the energy pile exposed to the atmosphere. The ground temperature variations were dominant along the length of the heat exchanger loops for both piles. However, they were negligible near the pile toe below the heat exchanger loops for both piles.
    publisherASCE
    titleSoil Thermal Response to Temperature Cycles and End Boundary Conditions of Energy Piles
    typeJournal Paper
    journal volume148
    journal issue5
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)GT.1943-5606.0002794
    journal fristpage04022027
    journal lastpage04022027-14
    page14
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2022:;Volume ( 148 ):;issue: 005
    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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