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    Pile Fatigue Failures. I: Damage Appraisal

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1987:;Volume ( 113 ):;issue: 003
    Author:
    Jay B. Weidler, Jr.
    ,
    James E. Dailey
    ,
    Shaddy Y. Hanna
    ,
    Mohamed F. Zedan
    ,
    Jimmy Y. Yeung
    DOI: 10.1061/(ASCE)0733-950X(1987)113:3(205)
    Publisher: American Society of Civil Engineers
    Abstract: During construction of an oil tanker loading terminal in the northern Arabian Gulf, two vertical, singly standing piles failed due to fatigue damage in girth butt welds near the mudline. The failures were reported ten days after an unusually strong storm on December 4–6, 1974. On‐site inspection revealed through‐thickness cracks in two additional vertical piles. A total of 17 vertical, singly standing piles were thus presumed to contain severe fatigue damage. They were cut off at the mudline and overdriven with larger diameter piles. Batter piles in sets of two or more were inspected in situ by X‐ray radiography. One unacceptable crack was found in a sample of 90 piles. Analytical and experimental studies supporting field inspection showed that piles exhibiting no detectable cracks should perform in a safe manner during the service life of the terminal. The mechanism that produced the fatigue damage could not be fully explained at the time.
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      Pile Fatigue Failures. I: Damage Appraisal

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/40580
    Collections
    • Journal of Waterway, Port, Coastal, and Ocean Engineering

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    contributor authorJay B. Weidler, Jr.
    contributor authorJames E. Dailey
    contributor authorShaddy Y. Hanna
    contributor authorMohamed F. Zedan
    contributor authorJimmy Y. Yeung
    date accessioned2017-05-08T21:09:05Z
    date available2017-05-08T21:09:05Z
    date copyrightMay 1987
    date issued1987
    identifier other%28asce%290733-950x%281987%29113%3A3%28205%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/40580
    description abstractDuring construction of an oil tanker loading terminal in the northern Arabian Gulf, two vertical, singly standing piles failed due to fatigue damage in girth butt welds near the mudline. The failures were reported ten days after an unusually strong storm on December 4–6, 1974. On‐site inspection revealed through‐thickness cracks in two additional vertical piles. A total of 17 vertical, singly standing piles were thus presumed to contain severe fatigue damage. They were cut off at the mudline and overdriven with larger diameter piles. Batter piles in sets of two or more were inspected in situ by X‐ray radiography. One unacceptable crack was found in a sample of 90 piles. Analytical and experimental studies supporting field inspection showed that piles exhibiting no detectable cracks should perform in a safe manner during the service life of the terminal. The mechanism that produced the fatigue damage could not be fully explained at the time.
    publisherAmerican Society of Civil Engineers
    titlePile Fatigue Failures. I: Damage Appraisal
    typeJournal Paper
    journal volume113
    journal issue3
    journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
    identifier doi10.1061/(ASCE)0733-950X(1987)113:3(205)
    treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;1987:;Volume ( 113 ):;issue: 003
    contenttypeFulltext
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