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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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