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    Load Transfer Method for Energy Piles in a Group with Pile–Soil–Slab–Pile Interaction

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2020:;Volume ( 146 ):;issue: 006
    Author:
    Elena Ravera
    ,
    Melis Sutman
    ,
    Lyesse Laloui
    DOI: 10.1061/(ASCE)GT.1943-5606.0002258
    Publisher: ASCE
    Abstract: The behavior of an energy pile in a group is different from that of an isolated energy pile due to thermal and mechanical interactions. This study aims to extend the load transfer method to consider the mechanical and thermal interactions of energy piles in groups. The load displacement curve of an energy pile in a group is modified from that of the isolated pile through a displacement factor to account for group effects. This paper presents the results of a full-scale field test of four operating energy piles over 12 months, against which the proposed method is validated. Temperature changes of ΔT=5°C, 10°C, 15°C, and 20°C were applied in the analyses. A comparison between the experimental and numerical results reveals the capability of the approach to provide information about the vertical displacement, vertical stress, and mobilized shaft resistance profile for an energy pile in a group subjected to both mechanical and heating thermal loads.
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      Load Transfer Method for Energy Piles in a Group with Pile–Soil–Slab–Pile Interaction

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4265806
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    contributor authorElena Ravera
    contributor authorMelis Sutman
    contributor authorLyesse Laloui
    date accessioned2022-01-30T19:41:45Z
    date available2022-01-30T19:41:45Z
    date issued2020
    identifier other%28ASCE%29GT.1943-5606.0002258.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4265806
    description abstractThe behavior of an energy pile in a group is different from that of an isolated energy pile due to thermal and mechanical interactions. This study aims to extend the load transfer method to consider the mechanical and thermal interactions of energy piles in groups. The load displacement curve of an energy pile in a group is modified from that of the isolated pile through a displacement factor to account for group effects. This paper presents the results of a full-scale field test of four operating energy piles over 12 months, against which the proposed method is validated. Temperature changes of ΔT=5°C, 10°C, 15°C, and 20°C were applied in the analyses. A comparison between the experimental and numerical results reveals the capability of the approach to provide information about the vertical displacement, vertical stress, and mobilized shaft resistance profile for an energy pile in a group subjected to both mechanical and heating thermal loads.
    publisherASCE
    titleLoad Transfer Method for Energy Piles in a Group with Pile–Soil–Slab–Pile Interaction
    typeJournal Paper
    journal volume146
    journal issue6
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)GT.1943-5606.0002258
    page04020042
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2020:;Volume ( 146 ):;issue: 006
    contenttypeFulltext
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