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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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