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    Anatomy of an Error

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2004:;Volume ( 130 ):;issue: 007
    Author:
    Richard L. Handy
    DOI: 10.1061/(ASCE)1090-0241(2004)130:7(768)
    Publisher: American Society of Civil Engineers
    Abstract: Marston’s theory for loads on buried pipe dates from the early 1900s and is commonly used for design. The derivation nevertheless contains a rudimentary error whose effect was neutralized by empirical adjustments based on full-scale experiments. The discrepancy went undiscovered until the 1940s when Terzaghi noted an inconsistency relative to failures of cellular cofferdams. The error then was addressed by Krynine, but no attempt was made to make design adjustments until development of a soil arching theory for retaining walls in the 1980s. The error is simply stated:
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      Anatomy of an Error

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    https://yetl.yabesh.ir/yetl1/handle/yetl/52542
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    contributor authorRichard L. Handy
    date accessioned2017-05-08T21:28:01Z
    date available2017-05-08T21:28:01Z
    date copyrightJuly 2004
    date issued2004
    identifier other%28asce%291090-0241%282004%29130%3A7%28768%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/52542
    description abstractMarston’s theory for loads on buried pipe dates from the early 1900s and is commonly used for design. The derivation nevertheless contains a rudimentary error whose effect was neutralized by empirical adjustments based on full-scale experiments. The discrepancy went undiscovered until the 1940s when Terzaghi noted an inconsistency relative to failures of cellular cofferdams. The error then was addressed by Krynine, but no attempt was made to make design adjustments until development of a soil arching theory for retaining walls in the 1980s. The error is simply stated:
    publisherAmerican Society of Civil Engineers
    titleAnatomy of an Error
    typeJournal Paper
    journal volume130
    journal issue7
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)1090-0241(2004)130:7(768)
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2004:;Volume ( 130 ):;issue: 007
    contenttypeFulltext
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