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    Effect of Climatic Warming on Pile Creep in Permafrost

    Source: Journal of Cold Regions Engineering:;1990:;Volume ( 004 ):;issue: 001
    Author:
    J. F. (Derick) Nixon
    DOI: 10.1061/(ASCE)0887-381X(1990)4:1(67)
    Publisher: American Society of Civil Engineers
    Abstract: Climatic warming trends may induce long‐term warming trends in permafrost ground temperatures at depth. In warmer discontinuous permafrost, the effects of such warming trends on the integrity of foundations on permafrost may be more pronounced. Structures placed on pile foundations in the Arctic have not addressed the potential effects of climatic warming in the past. This paper carries out some one‐dimensional geothermal analyses to determine the effects of climatic warming on the ground temperature profile around a pile foundation, and examines the effects on the long‐term creep response of a loaded pile. An existing geothermal simulator was modified to incorporate the creep calculation at each time step, and predictions for the creep settlement of a pile in a set of typical permafrost conditions have been made. The analysis indicates that permafrost at depth along the pile shaft has considerable thermal inertia, and does not warm significantly for the first 10–15 years of the simulation. Pile creep, after this time, is accelerated to some extent, induced by the effects of pile warming, averaged over the full length of pile.
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      Effect of Climatic Warming on Pile Creep in Permafrost

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    contributor authorJ. F. (Derick) Nixon
    date accessioned2017-05-08T21:13:45Z
    date available2017-05-08T21:13:45Z
    date copyrightMarch 1990
    date issued1990
    identifier other%28asce%290887-381x%281990%294%3A1%2867%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/43520
    description abstractClimatic warming trends may induce long‐term warming trends in permafrost ground temperatures at depth. In warmer discontinuous permafrost, the effects of such warming trends on the integrity of foundations on permafrost may be more pronounced. Structures placed on pile foundations in the Arctic have not addressed the potential effects of climatic warming in the past. This paper carries out some one‐dimensional geothermal analyses to determine the effects of climatic warming on the ground temperature profile around a pile foundation, and examines the effects on the long‐term creep response of a loaded pile. An existing geothermal simulator was modified to incorporate the creep calculation at each time step, and predictions for the creep settlement of a pile in a set of typical permafrost conditions have been made. The analysis indicates that permafrost at depth along the pile shaft has considerable thermal inertia, and does not warm significantly for the first 10–15 years of the simulation. Pile creep, after this time, is accelerated to some extent, induced by the effects of pile warming, averaged over the full length of pile.
    publisherAmerican Society of Civil Engineers
    titleEffect of Climatic Warming on Pile Creep in Permafrost
    typeJournal Paper
    journal volume4
    journal issue1
    journal titleJournal of Cold Regions Engineering
    identifier doi10.1061/(ASCE)0887-381X(1990)4:1(67)
    treeJournal of Cold Regions Engineering:;1990:;Volume ( 004 ):;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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