Research Article
May 1980
Computer Analysis of Newtown Creek Culvert
Publication: Journal of the Geotechnical Engineering Division
Volume 106, Issue 5
Abstract
The design of corrugated-metal buried structures with spans of as much as 25 ft to 50 ft (7.6 m to 15 m) has been largely empirical. Finite element methods of analysis using computers have now been developed to provide a comprehensive and potentially more realistic model of the complex soil-structure interaction problem involved. The structure was a buried arch with a 26-ft (7.9-m) span, 15-ft (4.6-m) rise, and a soil cover of 23 ft (7.0 m). This structure was then thoroughly analyzed using the available finite element computer program, CANDE, developed for the Federal Highway Administration for use in design. The predicted values depended on the soil properties, for which suitable data were not available. This agreement was obtained by selection of the values of the soil properties by successive trials based on a comparison of the computed results with the correct answers for crown deflection and thrust stress. The accuracy of the predictions is therefore not yet proven. In contrast, some characteristics of other measurements, such as horizontal movement of the springline, were not easily predicted.
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 Geotechnical Engineering Division
Volume 106 • Issue 5 • May 1980
Pages: 531 - 556
Copyright
© 1980 American Society of Civil Engineers.
History
Published in print: May 1980
Published online: Feb 11, 2021
Permissions
Request permissions for this article.
Authors
Affiliations
Ching S. Chang, AM.ASCE
Asst. Prof. of Civ. Engrg.; Univ. of Massachusetts, Amherst, Mass
Ernest T. Selig, M.ASCE
Prof. of Civ. Engrg.; Univ. of Massachusetts, Amherst, Mass
Julio M. Espinoza
Grad. Research Asst.; State Univ. of New York at Buffalo, Buffalo, 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.
Cited by
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.