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    Centrifuge Modeling of Earthquake Effects on Buried High-Density Polyethylene (HDPE) Pipelines Crossing Fault Zones

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2008:;Volume ( 134 ):;issue: 010
    Author:
    Da Ha
    ,
    Tarek H. Abdoun
    ,
    Michael J. O’Rourke
    ,
    Michael D. Symans
    ,
    Thomas D. O’Rourke
    ,
    Michael C. Palmer
    ,
    Harry E. Stewart
    DOI: 10.1061/(ASCE)1090-0241(2008)134:10(1501)
    Publisher: American Society of Civil Engineers
    Abstract: Permanent ground deformation is a severe hazard for continuous buried pipelines. This technical paper presents results from four centrifuge tests designed to investigate the influence of pipe-fault orientation on pipe behavior under earthquake faulting. The experimental setup and procedures are described, and the test results are presented. The test results show that, as expected, pipe axial strain is strongly influenced by the pipe-fault orientation angle, whereas the influence of pipe-fault orientation angle on pipe bending strain is minor. The measured pipe strains were shown to follow the trend predicted by the Kennedy model. Also, through a parametric study using the Kennedy model, the experimental data were extrapolated for cases of pipeline with longer unanchored length. By combing the data from strain gauges and tactile pressure sensors, transverse force–deformation relations or
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      Centrifuge Modeling of Earthquake Effects on Buried High-Density Polyethylene (HDPE) Pipelines Crossing Fault Zones

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/53241
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    • Journal of Geotechnical and Geoenvironmental Engineering

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    contributor authorDa Ha
    contributor authorTarek H. Abdoun
    contributor authorMichael J. O’Rourke
    contributor authorMichael D. Symans
    contributor authorThomas D. O’Rourke
    contributor authorMichael C. Palmer
    contributor authorHarry E. Stewart
    date accessioned2017-05-08T21:29:05Z
    date available2017-05-08T21:29:05Z
    date copyrightOctober 2008
    date issued2008
    identifier other%28asce%291090-0241%282008%29134%3A10%281501%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/53241
    description abstractPermanent ground deformation is a severe hazard for continuous buried pipelines. This technical paper presents results from four centrifuge tests designed to investigate the influence of pipe-fault orientation on pipe behavior under earthquake faulting. The experimental setup and procedures are described, and the test results are presented. The test results show that, as expected, pipe axial strain is strongly influenced by the pipe-fault orientation angle, whereas the influence of pipe-fault orientation angle on pipe bending strain is minor. The measured pipe strains were shown to follow the trend predicted by the Kennedy model. Also, through a parametric study using the Kennedy model, the experimental data were extrapolated for cases of pipeline with longer unanchored length. By combing the data from strain gauges and tactile pressure sensors, transverse force–deformation relations or
    publisherAmerican Society of Civil Engineers
    titleCentrifuge Modeling of Earthquake Effects on Buried High-Density Polyethylene (HDPE) Pipelines Crossing Fault Zones
    typeJournal Paper
    journal volume134
    journal issue10
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)1090-0241(2008)134:10(1501)
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2008:;Volume ( 134 ):;issue: 010
    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
    yabeshDSpacePersian