This paper presents the results of a detailed study of the batter pile-wharf deck connection at the Port of Oakland under their Wharf and Embankment Strengthening Program (WESP). It provides insight into the failure mechanisms of the designs studied and an evaluation of their reliability.
A Study of the Pile-Wharf Deck Connection at the Port of Oakland
Ports Conference 2001 ; 2001 ; Norfolk, Virginia, United States
Ports '01 ; 1-10
2001-04-27
Conference paper
Electronic Resource
English
Piles , California , Decks , Connections , Coastal engineering , Harbors
Engineering Index Backfile | 1942
Engineering Index Backfile | 1950
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