Show simple item record

contributor authorThomas F. Wolff
date accessioned2017-05-08T20:36:53Z
date available2017-05-08T20:36:53Z
date copyrightMarch 1993
date issued1993
identifier other%28asce%290733-9410%281993%29119%3A3%28525%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/21239
description abstractHydraulic structures such as navigation locks and dams are commonly founded on large groups of long, closely spaced driven piles. When piles are driven, there are deviations between the theoretical ground locations and the driven locations. Also, piles may not be driven perfectly vertical or exactly at the specified batter. When these deviations occur in adverse combinations, piles can intersect and structural damage can occur. A microcomputer program named CASE‐Pile Group‐Probabilistic (CPGP) has been developed to provide a probabilistic assessment of the potential for pile interference. The program uses Monte Carlo simulation to assess the probability of pile interference for an interior pile in a group as a function of pile diameter, length, spacing, camber, batter, and probable placement and alignment errors. Given this probability and layout of the group, another routine provides an estimate of the probability distribution on the number of intersections. Chart solutions are provided for the probability of intersection for uniformly spaced vertical piles.
publisherAmerican Society of Civil Engineers
titleProbabilistic Assessment of Pile Interference
typeJournal Paper
journal volume119
journal issue3
journal titleJournal of Geotechnical Engineering
identifier doi10.1061/(ASCE)0733-9410(1993)119:3(525)
treeJournal of Geotechnical Engineering:;1993:;Volume ( 119 ):;issue: 003
contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record