Chapter
Apr 26, 2012
Analysis of Existing Piles with Missing Data in Seismic Retrofit Design at the Port of Oakland
Authors: D. Oyenuga, S. Abe, H. Sedarat, A. Krimotat, S. Salah-Mars, and K. OgunfunmiAuthor Affiliations
Publication: Ports '01: America's Ports: Gateway to the Global Economy
Abstract
This paper presents results of a study conducted during the Seismic Risk Evaluation Phase of the Port of Oakland's Wharf and Embankment Strengthening Program (WESP). It estimates the response of existing piles with missing pile-driving records, to lateral load. The Pile Integrity Test (PIT) was used to determine pile tip elevations at the relevant berths, and a parametric study was conducted to determine sensitivity of the soil/pile/structure system's performance to variations in pile length, soil and other parameters.
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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:
- Construction engineering
- Construction methods
- Data analysis
- Disaster risk management
- Earthquake engineering
- Engineering fundamentals
- Foundations
- Geotechnical engineering
- Hydraulic engineering
- Hydraulic structures
- Methodology (by type)
- Pile foundations
- Pile tests
- Piles
- Ports and harbors
- Rehabilitation
- Research methods (by type)
- Risk management
- Seismic design
- Seismic tests
- Tests (by type)
- Water and water resources
Authors
Affiliations
D. Oyenuga
Snr. Program Manager, AMEC, 721 Shell Blvd., Foster City, CA
S. Abe
VP, Goble Rausche Likins & Associates, Inc., Walnut Creek, CA
H. Sedarat
Principal Engineer, SC Solutions, Inc., Santa Clara, CA
A. Krimotat
VP, SC Solutions, Inc., Santa Clara, CA
S. Salah-Mars
Principal Engineer, URS Corporation, Inc., Oakland, CA
K. Ogunfunmi
PM, Port of Oakland, Oakland, CA
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