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    Interactions of an Energy Pile with Several Traditional Piles in a Row

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2020:;Volume ( 146 ):;issue: 004
    Author:
    Di Wu
    ,
    Hanlong Liu
    ,
    Gangqiang Kong
    ,
    Charles W. W. Ng
    DOI: 10.1061/(ASCE)GT.1943-5606.0002224
    Publisher: ASCE
    Abstract: A full-scale test was carried out to investigate the interactions between an energy pile and four traditional piles connected to the same overlying reinforced beam. A series of sensors was installed in the energy pile, surrounding soil, traditional piles, and beam to monitor their thermal and mechanical responses. The interactions between the energy pile and the traditional piles and concrete beam were analyzed. The results show that, when the average temperature of the energy pile increased by 20°C, a notable axial stress of −4.4  MPa was induced at the top of the energy pile because of the interaction between the energy pile and the beam. Moreover, an additional axial load was observed in the four traditional piles because of their interactions with the energy pile, even though they were not subjected to thermal loading. Significant tensile axial loads of 820 and 663 kN were induced at the top of the two traditional piles adjacent to the energy pile, which were approximately five times larger than those induced at the top of the other two more distant traditional piles.
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      Interactions of an Energy Pile with Several Traditional Piles in a Row

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4268879
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    contributor authorDi Wu
    contributor authorHanlong Liu
    contributor authorGangqiang Kong
    contributor authorCharles W. W. Ng
    date accessioned2022-01-30T21:48:39Z
    date available2022-01-30T21:48:39Z
    date issued4/1/2020 12:00:00 AM
    identifier other%28ASCE%29GT.1943-5606.0002224.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4268879
    description abstractA full-scale test was carried out to investigate the interactions between an energy pile and four traditional piles connected to the same overlying reinforced beam. A series of sensors was installed in the energy pile, surrounding soil, traditional piles, and beam to monitor their thermal and mechanical responses. The interactions between the energy pile and the traditional piles and concrete beam were analyzed. The results show that, when the average temperature of the energy pile increased by 20°C, a notable axial stress of −4.4  MPa was induced at the top of the energy pile because of the interaction between the energy pile and the beam. Moreover, an additional axial load was observed in the four traditional piles because of their interactions with the energy pile, even though they were not subjected to thermal loading. Significant tensile axial loads of 820 and 663 kN were induced at the top of the two traditional piles adjacent to the energy pile, which were approximately five times larger than those induced at the top of the other two more distant traditional piles.
    publisherASCE
    titleInteractions of an Energy Pile with Several Traditional Piles in a Row
    typeJournal Paper
    journal volume146
    journal issue4
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)GT.1943-5606.0002224
    page9
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2020:;Volume ( 146 ):;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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