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    Repetitive Loading Effects on Cast Iron Pipelines with Cast-in-Place Pipe Lining Systems

    Source: Journal of Transportation Engineering, Part A: Systems:;2004:;Volume ( 130 ):;issue: 006
    Author:
    Sang-Soo Jeon
    ,
    Thomas D. O’Rourke
    ,
    Anil N. Neravali
    DOI: 10.1061/(ASCE)0733-947X(2004)130:6(692)
    Publisher: American Society of Civil Engineers
    Abstract: This paper focuses on the response of circumferentially cracked cast iron (CI) pipeline with the cast-in-place pipe (CIPP) lining system by evaluating stresses, relative displacements, and rotations generated by repetitive loadings, including the thermal expansion and contraction effects, actual traffic loading, backfill effects, and adjacent excavations. Detailed analytical models were developed to relate axial and vertical displacements and rotational distortions imposed on pipeline at the circumferential crack. The analytical results were used to establish laboratory test procedures to simulate repetitive loadings. Laboratory tests were performed on CIPP lined CI pipes in accordance with the analytical model. By concentrating on cracked sections of CI pipe, the mechanical aging tests provide quantitative means of characterizing the liner performance under the most severe conditions that would be anticipated during general operations.
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      Repetitive Loading Effects on Cast Iron Pipelines with Cast-in-Place Pipe Lining Systems

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    http://yetl.yabesh.ir/yetl1/handle/yetl/37657
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    • Journal of Transportation Engineering, Part A: Systems

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    contributor authorSang-Soo Jeon
    contributor authorThomas D. O’Rourke
    contributor authorAnil N. Neravali
    date accessioned2017-05-08T21:04:31Z
    date available2017-05-08T21:04:31Z
    date copyrightNovember 2004
    date issued2004
    identifier other%28asce%290733-947x%282004%29130%3A6%28692%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/37657
    description abstractThis paper focuses on the response of circumferentially cracked cast iron (CI) pipeline with the cast-in-place pipe (CIPP) lining system by evaluating stresses, relative displacements, and rotations generated by repetitive loadings, including the thermal expansion and contraction effects, actual traffic loading, backfill effects, and adjacent excavations. Detailed analytical models were developed to relate axial and vertical displacements and rotational distortions imposed on pipeline at the circumferential crack. The analytical results were used to establish laboratory test procedures to simulate repetitive loadings. Laboratory tests were performed on CIPP lined CI pipes in accordance with the analytical model. By concentrating on cracked sections of CI pipe, the mechanical aging tests provide quantitative means of characterizing the liner performance under the most severe conditions that would be anticipated during general operations.
    publisherAmerican Society of Civil Engineers
    titleRepetitive Loading Effects on Cast Iron Pipelines with Cast-in-Place Pipe Lining Systems
    typeJournal Paper
    journal volume130
    journal issue6
    journal titleJournal of Transportation Engineering, Part A: Systems
    identifier doi10.1061/(ASCE)0733-947X(2004)130:6(692)
    treeJournal of Transportation Engineering, Part A: Systems:;2004:;Volume ( 130 ):;issue: 006
    contenttypeFulltext
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