Research Article
Dec 1976
Optimizing Selection of Marine Retaining Walls
Authors: Robert C. Johnston, F.ASCE, Dominic A. Zarrella, M.ASCE, and Max Bernheimer, F.ASCEAuthor Affiliations
Publication: Journal of the Geotechnical Engineering Division
Volume 102, Issue 12
Abstract
The factors involved in selecting an appropriate perimeter bulkhead or retaining structure for waterfront developments are examined with particular emphasis on conditions in New York Harbor. The selection process is illustrated by descriptions of two recent cases. For Battery Park City considerations of moderate first cost, low maintenance, and long life lead to the choice of a low-level relieving platform above a stone embankment for the perimeter structure. At Northeast Marine Terminal retaining structures included a sheet pile wall, circular cells and a relieving platform, each adapted to existing conditions to minimize first cost and yet provide necessary stability and a medium length usable life.
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Published In
Journal of the Geotechnical Engineering Division
Volume 102 • Issue 12 • December 1976
Pages: 1209 - 1224
Copyright
© 1976 American Society of Civil Engineers.
History
Published in print: Dec 1976
Published online: Feb 11, 2021
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Robert C. Johnston, F.ASCE
Partner; Muesser, Rutledge, Wentworth, and Johnston, New York, N.Y.
Dominic A. Zarrella, M.ASCE
Assoc., Mueser, Rutledge, Wentworth, and Johnston, New York, N.Y.
Max Bernheimer, F.ASCE
Sr. Assoc., Mueser, Rutledge, Wentworth, and Johnston, New York, N.Y.
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Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.