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    Tolerance and Constructability of Soldier Piles in Slurry Walls

    Source: Journal of Performance of Constructed Facilities:;2010:;Volume ( 024 ):;issue: 002
    Author:
    Colin T. Milberg
    ,
    Iris D. Tommelein
    DOI: 10.1061/(ASCE)CF.1943-5509.0000079
    Publisher: American Society of Civil Engineers
    Abstract: Process capability (PC) characterizes the variation in a parameter of a process’s output. From a constructability perspective, investigating PCs for geometric variation is important when specifying tolerances for all construction processes. This paper investigates a case involving soldier piles used in a slurry wall and compares the design specified tolerances to as-built field data. As with other cases investigated by the writers covering many major construction processes, this case also shows that designers specify tolerances based on tacit estimates of variation limits, not PCs. Consequently, the PCs consistently exceed the design specified tolerances, preventing the possibility of proper tolerance management and causing problems to manifest during construction. The writers conclude that variation estimates are an inaccurate basis for specifying tolerances and instead should be based on PCs.
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      Tolerance and Constructability of Soldier Piles in Slurry Walls

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    http://yetl.yabesh.ir/yetl1/handle/yetl/57669
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    contributor authorColin T. Milberg
    contributor authorIris D. Tommelein
    date accessioned2017-05-08T21:37:15Z
    date available2017-05-08T21:37:15Z
    date copyrightApril 2010
    date issued2010
    identifier other%28asce%29cf%2E1943-5509%2E0000082.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/57669
    description abstractProcess capability (PC) characterizes the variation in a parameter of a process’s output. From a constructability perspective, investigating PCs for geometric variation is important when specifying tolerances for all construction processes. This paper investigates a case involving soldier piles used in a slurry wall and compares the design specified tolerances to as-built field data. As with other cases investigated by the writers covering many major construction processes, this case also shows that designers specify tolerances based on tacit estimates of variation limits, not PCs. Consequently, the PCs consistently exceed the design specified tolerances, preventing the possibility of proper tolerance management and causing problems to manifest during construction. The writers conclude that variation estimates are an inaccurate basis for specifying tolerances and instead should be based on PCs.
    publisherAmerican Society of Civil Engineers
    titleTolerance and Constructability of Soldier Piles in Slurry Walls
    typeJournal Paper
    journal volume24
    journal issue2
    journal titleJournal of Performance of Constructed Facilities
    identifier doi10.1061/(ASCE)CF.1943-5509.0000079
    treeJournal of Performance of Constructed Facilities:;2010:;Volume ( 024 ):;issue: 002
    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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