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    Evaluation of High-Density Polyethylene Pipe Installed Using Horizontal Directional Drilling

    Source: Journal of Construction Engineering and Management:;2003:;Volume ( 129 ):;issue: 001
    Author:
    Donald A. F. Colwell
    ,
    Samuel T. Ariaratnam
    DOI: 10.1061/(ASCE)0733-9364(2003)129:1(47)
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the results of field installations of high-density polyethylene (HDPE) using the horizontal directional drilling process. One each of 114 mm (4 in.) diameter standard dimension ratio (SDR) 17 HDPE pipe, 219 mm (8 in.) diameter SDR 17 HDPE pipe, and 324 mm (12 in.) diameter SDR 17 HDPE pipe were installed in a cohesionless soil medium. Various testing parameters were captured during the pullback phase of these three installations. These testing parameters consisted of utilizing pressure transducers to capture the pullback and rotational pressures on the drilling rig, installing linear potentiometers inside the HDPE pipe to measure the axial strain on the pipe, and applying an external load cell to quantify the loading on the pipe during the pullback phase. Comparisons of the pullback and rotational pressure on the drilling rig, loading on the HDPE pipe, and average and maximum strain experienced by the HDPE pipe are presented with respect to the installed pipe diameter.
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      Evaluation of High-Density Polyethylene Pipe Installed Using Horizontal Directional Drilling

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/20621
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    contributor authorDonald A. F. Colwell
    contributor authorSamuel T. Ariaratnam
    date accessioned2017-05-08T20:35:40Z
    date available2017-05-08T20:35:40Z
    date copyrightFebruary 2003
    date issued2003
    identifier other%28asce%290733-9364%282003%29129%3A1%2847%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/20621
    description abstractThis paper presents the results of field installations of high-density polyethylene (HDPE) using the horizontal directional drilling process. One each of 114 mm (4 in.) diameter standard dimension ratio (SDR) 17 HDPE pipe, 219 mm (8 in.) diameter SDR 17 HDPE pipe, and 324 mm (12 in.) diameter SDR 17 HDPE pipe were installed in a cohesionless soil medium. Various testing parameters were captured during the pullback phase of these three installations. These testing parameters consisted of utilizing pressure transducers to capture the pullback and rotational pressures on the drilling rig, installing linear potentiometers inside the HDPE pipe to measure the axial strain on the pipe, and applying an external load cell to quantify the loading on the pipe during the pullback phase. Comparisons of the pullback and rotational pressure on the drilling rig, loading on the HDPE pipe, and average and maximum strain experienced by the HDPE pipe are presented with respect to the installed pipe diameter.
    publisherAmerican Society of Civil Engineers
    titleEvaluation of High-Density Polyethylene Pipe Installed Using Horizontal Directional Drilling
    typeJournal Paper
    journal volume129
    journal issue1
    journal titleJournal of Construction Engineering and Management
    identifier doi10.1061/(ASCE)0733-9364(2003)129:1(47)
    treeJournal of Construction Engineering and Management:;2003:;Volume ( 129 ):;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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