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    Thermomechanical Behaviors of an Energy Pile–Raft Foundation under Intermittent Operation with Forced Heat Recharge

    Source: International Journal of Geomechanics:;2022:;Volume ( 022 ):;issue: 010::page 06022030
    Author:
    Renrong Li
    ,
    Gangqiang Kong
    ,
    Guangchao Sun
    ,
    Qing Yang
    DOI: 10.1061/(ASCE)GM.1943-5622.0002581
    Publisher: ASCE
    Abstract: This paper presents an experimental investigation of the thermal and mechanical behaviors of an energy pile–raft foundation under intermittent heating operation with forced heat recharge, with 16 h of pile cooling and 8 h of forced heat recharge (referred to as 16F, where F indicates forced). The forced heat recharge was found to increase the daily heat exchange rate to 180 W/m, which was 50% higher than the value under general intermittent heating operation without forced heat recharge. The raft and building load at the pile head imposed a significant restraint on the upper part of the energy pile, leading to a minimum degrees of freedom (0.27) near the pile head. The mechanical behaviors of the pile, including strains, stresses, and pile end displacements and stresses, followed reversible paths when plotted against the daily temperature cycles. A slight residual pressure stress (10 kPa) was observed at the bottom of the raft during the initial thermal cycles.
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      Thermomechanical Behaviors of an Energy Pile–Raft Foundation under Intermittent Operation with Forced Heat Recharge

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4287659
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    contributor authorRenrong Li
    contributor authorGangqiang Kong
    contributor authorGuangchao Sun
    contributor authorQing Yang
    date accessioned2022-12-27T20:36:27Z
    date available2022-12-27T20:36:27Z
    date issued2022/10/01
    identifier other(ASCE)GM.1943-5622.0002581.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4287659
    description abstractThis paper presents an experimental investigation of the thermal and mechanical behaviors of an energy pile–raft foundation under intermittent heating operation with forced heat recharge, with 16 h of pile cooling and 8 h of forced heat recharge (referred to as 16F, where F indicates forced). The forced heat recharge was found to increase the daily heat exchange rate to 180 W/m, which was 50% higher than the value under general intermittent heating operation without forced heat recharge. The raft and building load at the pile head imposed a significant restraint on the upper part of the energy pile, leading to a minimum degrees of freedom (0.27) near the pile head. The mechanical behaviors of the pile, including strains, stresses, and pile end displacements and stresses, followed reversible paths when plotted against the daily temperature cycles. A slight residual pressure stress (10 kPa) was observed at the bottom of the raft during the initial thermal cycles.
    publisherASCE
    titleThermomechanical Behaviors of an Energy Pile–Raft Foundation under Intermittent Operation with Forced Heat Recharge
    typeJournal Article
    journal volume22
    journal issue10
    journal titleInternational Journal of Geomechanics
    identifier doi10.1061/(ASCE)GM.1943-5622.0002581
    journal fristpage06022030
    journal lastpage06022030_7
    page7
    treeInternational Journal of Geomechanics:;2022:;Volume ( 022 ):;issue: 010
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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