A Study of the Pile‐Wharf Deck Connection at the Port of Oakland

Oyenuga, D.; Abrahamson, E.; Krimotat, A.; Kozak, A.; Labasco, T.; Lobedan, F.

doi:doi:10.1061/40555(2001)85

Search Content Type

Search
Advanced Search

You are not logged in to this journal. Log In

Proceedings / Volume 108 / Issue 40555 / PORT SEISMIC CONSIDERATIONS

Previous Article | Next Article

LOG IN or SELECT A PURCHASE OPTION:

Buy PDF (US$25)
Permissions

A Study of the Pile‐Wharf Deck Connection at the Port of Oakland

ASCE Conf. Proc. doi:10.1061/40555(2001)85

Ports '01: America's Ports — Gateways to the Global Economy

Proceedings of Ports Conference 2001

D. Oyenuga¹, E. Abrahamson², A. Krimotat³, A. Kozak⁴, T. Labasco⁵, and F. Lobedan⁶

¹Snr. Program Manager, AMEC, 721 Shell Blvd., Foster City, CA
²Snr. Analyst, SC Solutions, Inc., Santa Clara, CA
³VP, SC Solutions, Inc., Santa Clara, CA
⁴Principal Engineer, SC Solutions, Inc., Santa Clara, CA
⁵Port Principal Engineer, Design, Port of Oakland, Oakland, CA
⁶PM, Port of Oakland, Oakland, CA

Alerts
- Alert Me When Cited
- Alert Me When Corrected
Tools
Share
- Email Abstract
- Connotea
- CiteULike
- del.icio.us
- BibSonomy
- Tweet this Article
- Add to Facebook

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.