ARTICLES
Oct 15, 2004

Project-Specific Steel Sheet Piling Applications

Publication: Practice Periodical on Structural Design and Construction
Volume 9, Issue 4

Abstract

Hot-rolled, heavy-gauge steel sheet piling has advantages over other available products including concrete, vinyl, and fiberglass-reinforced polymers for bulkhead and deep-excavation applications. For FEMA seawall bulkheads, steel sheet piling provides the only practical structural solution available. For deep excavations, steel sheet piling typically provides the most economical solution for the conditions encountered in braced trench and cofferdam construction. A steel sheet pile wall consists of a continuous row of interlocking vertical segments that form essentially a straight wall that is capable of acting integrally. There are two primary types of steel sheet pile wall structures: cantilevered and anchored. Walers are commonly used in conjunction with tiebacks to construct anchored sheet pile walls. Tiebacks are typically installed as either ground anchors or anchor rods secured to deadmen. Cofferdams are a special form of steel sheet pile construction in which the method of resistance to soil forces is provided through the ability of the circular footprint to function either as a compression or tension ring. The design of sheet pile walls involves the evaluation of loads imposed by soil, water, surcharging, and other externally applied forces. The analysis of a sheet pile wall includes a determination of the required depth of embedment, sizing of any anchorage systems, and verification that the actual flexural stresses do not exceed the allowable. Safety factors are typically included in the determination of the minimum embedment depth.

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References

1.
American Society of Civil Engineers (ASCE). ( 1996). “Minimum design loads for buildings and other structures.” ANSI/ASCE 7-95, Reston, Va.
2.
Federal Emergency Management Agency (FEMA). ( 1995). Guidelines and specifications for wave elevation determination and V-zone mapping, Washington, D.C.
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Lynch, Giulliano & Associates, Inc. (LGA). ( 2002). South Amboy redevelopment V-zone elimination feasibility study.
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New Jersey Administrative Code. ( 2003). Chapter 7E coastal zone management rules, Newark, N.J.
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U.S. Army Corps of Engineers (USACE). ( 1989). “Criteria for evaluating coastal flood-protection structures.” December.

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Published In

Go to Practice Periodical on Structural Design and Construction
Practice Periodical on Structural Design and Construction
Volume 9Issue 4November 2004
Pages: 194 - 201

History

Published online: Oct 15, 2004
Published in print: Nov 2004

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Authors

Affiliations

D. Matthew Stuart, P.E., M.ASCE
S.E., P.Eng., Senior Project Manager, Schoor DePalma Engineers and Consultants, 200 State Highway Nine, Manalapan, NJ 07726. E-mail: [email protected]

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