Chapter
Apr 26, 2012
A Study of the Pile-Wharf Deck Connection at the Port of Oakland
Authors: D. Oyenuga, E. Abrahamson, A. Krimotat, A. Kozak, T. Labasco, and F. LobedanAuthor Affiliations
Publication: Ports '01: America's Ports: Gateway to the Global Economy
Abstract
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.
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Information & Authors
Information
Published In
Ports '01: America's Ports: Gateway to the Global Economy
Pages: 1 - 10
Copyright
© 2001 American Society of Civil Engineers.
History
Published online: Apr 26, 2012
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ASCE Technical Topics:
- Analysis (by type)
- Decks
- Earthquake engineering
- Engineering fundamentals
- Failure analysis
- Foundations
- Geotechnical engineering
- Hydraulic engineering
- Hydraulic structures
- Pile foundations
- Piles
- Ports and harbors
- Seismic design
- Seismic effects
- Seismic tests
- Structural behavior
- Structural engineering
- Structural strength
- Structural systems
- Tests (by type)
- Water and water resources
Authors
Affiliations
D. Oyenuga
Snr. Program Manager, AMEC, 721 Shell Blvd., Foster City, CA
E. Abrahamson
Snr. Analyst, SC Solutions, Inc., Santa Clara, CA
A. Krimotat
VP, SC Solutions, Inc., Santa Clara, CA
A. Kozak
Principal Engineer, SC Solutions, Inc., Santa Clara, CA
T. Labasco
Port Principal Engineer, Design, Port of Oakland, Oakland, CA
F. Lobedan
PM, Port of Oakland, Oakland, CA
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