Research Article
May 1961
Design and Stability Considerations for Unique Pier
This article has a reply.
VIEW THE REPLYThis article has a reply.
VIEW THE REPLYThis article has a reply.
VIEW THE REPLYPublication: Journal of the Waterways and Harbors Division
Volume 87, Issue 2
Abstract
Design of Pier 40 in New York City; method of analysis of stability of pier when subjected to lateral impact; pier is 800 ft sq with 140 ft finger projection and has Burtoning system for handling cargo; concrete structure is supported on steel bearing piles driven to rock and designed for total compressive force of 105 tons; provided with cathodic protection system for main deck, second deck, and roof deck.
Get full access to this article
View all available purchase options and get full access to this article.
Information & Authors
Information
Published In
Journal of the Waterways and Harbors Division
Volume 87 • Issue 2 • May 1961
Pages: 1 - 16
Copyright
© 1961 American Society of Civil Engineers.
History
Published in print: May 1961
Published online: Feb 12, 2021
Permissions
Request permissions for this article.
Authors
Affiliations
James Michalos, F.ASCE
Prof. and Chmn., Dept. of Civ. Engrg., New York Univ., Cons., Roberts and Schaefer Co., New York, N. Y.
David P. Billington, AM.ASCE
Proj. Mgr., Roberts and Schaefer Co., New York, N. Y.
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.
View Options
Get Access
Access content
Please select your options to get access
Log in/Register
Log in via your institution (Shibboleth)
ASCE Members:
Please log in to see member pricing
Purchase
Save for later Item saved, go to cart Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
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.
Get Access
Access content
Please select your options to get access
Log in/Register
Log in via your institution (Shibboleth)
ASCE Members:
Please log in to see member pricing
Purchase
Save for later Item saved, go to cart Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
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.