Chapter
Aug 19, 2013
Replacement of a Failing Bulkhead Wall with Inches to Spare
Authors: Ian Frank [email protected], Adam Bergman [email protected], Garry Horvitz [email protected], and Derek Koellmann [email protected]Author Affiliations
Publication: Ports 2013: Success through Diversification
Abstract
Bulkhead replacement projects are challenging in the best of circumstances. The design and installation of a replacement bulkhead between existing structures that are only a few feet apart was the extraordinary challenge undertaken by the Port of Bellingham. The Bellingham Shipping Terminal is a man-made peninsula owned by the Port of Bellingham, Washington. The wharf is accessible directly from land over a bulkhead. The northern section is constructed of a tiered timber soldier pile wall that is substantially decayed. Rehabilitation of this wall has been delayed, in large part, because a functioning timber pile-supported warehouse building sits within 5 feet (2 meters) of the bulkhead wall, making replacement difficult. Development of sink holes behind the bulkhead has highlighted the need to replace it to protect the existing facilities and restore the load capacity, which will attract additional potential tenants. This paper will discuss the issues, constraints, and risk management involved in the design and installation of a tied-back, steel king-pile bulkhead wall with a concrete dead-man located within the adjacent warehouse building.
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© 2013 American Society of Civil Engineers.
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Published online: Aug 19, 2013
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Affiliations
KPFF Consulting Engineers, 2407 N 31st St., Suite 100, Tacoma, WA 98407. E-mail: [email protected]
KPFF Consulting Engineers, 101 Stewart St., Suite 400, Seattle, WA 98101. E-mail: [email protected]
Hart Crowser, 1700 Westlake Ave. N, Suite 200, Seattle, WA 98109. E-mail: [email protected]
AICP
Anchor QEA, 1650 Cornwall Ave., Bellingham, WA 98225. E-mail: [email protected]
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