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    FEM Assessment of Large-Strain Thaw Consolidation

    Source: Journal of Geotechnical Engineering:;1995:;Volume ( 121 ):;issue: 002
    Author:
    A. Foriero
    ,
    B. Ladanyi
    DOI: 10.1061/(ASCE)0733-9410(1995)121:2(126)
    Publisher: American Society of Civil Engineers
    Abstract: Finite-element simulations using a large-strain thaw-consolidation model, formulated by the writers, are presented and compared with the data obtained from a warm-oil test pipeline at Inuvik, Northwest Territory, Canada. Nondimensional design charts generated by the method are used to predict thaw-consolidation settlements. A good agreement is found between observed and predicted settlement values giving encouragement for future thaw-settlement predictions, based on finite-element-generated nondimensional charts.
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      FEM Assessment of Large-Strain Thaw Consolidation

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    https://yetl.yabesh.ir/yetl1/handle/yetl/21589
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    contributor authorA. Foriero
    contributor authorB. Ladanyi
    date accessioned2017-05-08T20:37:33Z
    date available2017-05-08T20:37:33Z
    date copyrightFebruary 1995
    date issued1995
    identifier other%28asce%290733-9410%281995%29121%3A2%28126%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/21589
    description abstractFinite-element simulations using a large-strain thaw-consolidation model, formulated by the writers, are presented and compared with the data obtained from a warm-oil test pipeline at Inuvik, Northwest Territory, Canada. Nondimensional design charts generated by the method are used to predict thaw-consolidation settlements. A good agreement is found between observed and predicted settlement values giving encouragement for future thaw-settlement predictions, based on finite-element-generated nondimensional charts.
    publisherAmerican Society of Civil Engineers
    titleFEM Assessment of Large-Strain Thaw Consolidation
    typeJournal Paper
    journal volume121
    journal issue2
    journal titleJournal of Geotechnical Engineering
    identifier doi10.1061/(ASCE)0733-9410(1995)121:2(126)
    treeJournal of Geotechnical Engineering:;1995:;Volume ( 121 ):;issue: 002
    contenttypeFulltext
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