Chapter
Sep 12, 2019
15th Triennial International Conference

Investigation and Initial Stability Analysis of a Wharf on Severely Deteriorated Steel H-Piles

Publication: Ports 2019: Port Engineering

ABSTRACT

The wharf at the Fore River Shipyard was built for shipbuilding circa 1960; recently, it was home to the USS Salem, a permanently-moored retired U.S. Navy heavy cruiser that served as a museum. True to its intended purpose, the wharf is a robust structure comprised of a thick reinforced concrete superstructure supported by many steel H-piles. In 2013, the project team performed a condition assessment of the wharf and discovered that many of the H-piles were significantly deteriorated, some with full thickness section loss at the low-tide elevation. This discovery forced the team to change the investigative approach for fear of collapse, only collecting as much data as necessary to understand the stability of the wharf. Meanwhile, the team performed three-dimensional, non-linear analyses that consider non-uniform pile deterioration to assess the likelihood of collapse and possible collapse mechanisms.

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REFERENCES

American Institute of Steel Construction (AISC). (2012). Manual of Steel Construction, 14th edition. Second Printing. AISC, Chicago, IL.
American Society of Civil Engineers (ASCE), (2001). “Underwater Investigations: Standard Practice Manual.” Manual of Practice 101, ASCE, Reston, VA.
Brockenbrough, Roger L. (2002, Rev. 2009). AISC Rehabilitation and Retrofit Guide. American Institute of Steel Construction, Chicago, IL.
Davisson, M.T., and Robinson, K.E. (1965). “Bending and Buckling of Partially Embedded Piles.” Proceedings of the 6th International Conference SM & FE Vol. 2, 243-246.
Naval Civil Engineering Laboratory (1988). Sampling Criteria and Procedures for Inspection of Waterfront Facilities, Technical Memorandum TM-45-88-008. Port Hueneme, CA.
Russian, Oswaldo; Dawood, Mina; Schuman, Paul; and Kelly, Dominic. (2018). “Case Study on the Collapse Potential of a Wharf Supported by Severely Deteriorated Steel Piles under Gravitational Loads.” Journal of Performance of Constructed Facilities,.
U.S. Department of Defense. (2005, Rev. 2016). UFC 4-159-03 Design: Moorings. Unified Facilities Criteria, Washington DC.

Information & Authors

Information

Published In

Go to Ports 2019
Ports 2019: Port Engineering
Pages: 273 - 283
Editors: Pooja Jain, Moffatt & Nichol and William S. Stahlman III, America's Central Port
ISBN (Online): 978-0-7844-8261-2

History

Published online: Sep 12, 2019
Published in print: Sep 12, 2019

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Authors

Affiliations

Daniel P. Schuetz [email protected]
P.E.
Simpson Gumpertz & Heger, Inc., 41 Seyon St., Building 1, Suite 500, Waltham, MA 02453. E-mail: [email protected]
Daniel B. Robbins [email protected]
P.E.
Appledore Marine Engineering, LLC, 600 State St., Suite E, Portsmouth, NH 03801. E-mail: [email protected]
Paul M. Schuman, Ph.D. [email protected]
P.E.
Simpson Gumpertz & Heger, Inc., 41 Seyon St., Building 1, Suite 500, Waltham, MA 02453. E-mail: [email protected]
Dominic J. Kelly [email protected]
P.E.
Simpson Gumpertz & Heger, Inc., 41 Seyon St., Building 1, Suite 500, Waltham, MA 02453. E-mail: [email protected]

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