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    Shear Bonding and Thermal Properties of Particle-Filled Polymer Grout for Pipe-in-Pipe Application

    Source: Journal of Materials in Civil Engineering:;2007:;Volume ( 019 ):;issue: 007
    Author:
    C. Vipulanandan
    ,
    Sujan P. Kulkarni
    DOI: 10.1061/(ASCE)0899-1561(2007)19:7(583)
    Publisher: American Society of Civil Engineers
    Abstract: Pipe-in-Pipe (PIP) configurations are considered as a practical solution to deepwater oil production to prevent hydrate formation and paraffin deposition during the transportation of crude oil to production facilities. The optimal design of a PIP configuration requires a balance between the structural performance and the thermal insulation of the grout material used to fill the annular space. In this study, the effect of aggregates
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      Shear Bonding and Thermal Properties of Particle-Filled Polymer Grout for Pipe-in-Pipe Application

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    http://yetl.yabesh.ir/yetl1/handle/yetl/46333
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    contributor authorC. Vipulanandan
    contributor authorSujan P. Kulkarni
    date accessioned2017-05-08T21:18:23Z
    date available2017-05-08T21:18:23Z
    date copyrightJuly 2007
    date issued2007
    identifier other%28asce%290899-1561%282007%2919%3A7%28583%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/46333
    description abstractPipe-in-Pipe (PIP) configurations are considered as a practical solution to deepwater oil production to prevent hydrate formation and paraffin deposition during the transportation of crude oil to production facilities. The optimal design of a PIP configuration requires a balance between the structural performance and the thermal insulation of the grout material used to fill the annular space. In this study, the effect of aggregates
    publisherAmerican Society of Civil Engineers
    titleShear Bonding and Thermal Properties of Particle-Filled Polymer Grout for Pipe-in-Pipe Application
    typeJournal Paper
    journal volume19
    journal issue7
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)0899-1561(2007)19:7(583)
    treeJournal of Materials in Civil Engineering:;2007:;Volume ( 019 ):;issue: 007
    contenttypeFulltext
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